20041433 Ver 1_Complete File_20010827

o?f WAT ?97
? r
ba?

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 28, 2005
Mr. George McIntyre
McIntyre and Associates
4932- B Windy Hill Drive
Raleigh, NC 27609
Subject Property: Maybrook Forest subdivision
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1433
Wake County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. McIntyre:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 141 feet of streams and 7,500 square feet (ft2) of protected
riparian buffers for the purpose of developing the Maybrook Forest subdivision at the subject
property, as described within your revised application dated January 16, 2005 and received by
the N.C. Division of Water Quality (DWQ) on March 18, 2005. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number(s)
3402 (GC3402). The Certification (s) allows you to use Nationwide Permit(s) 39 when issued by
the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B.0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application.
If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total fills for this project
(now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you
to follow the conditions listed in the attached certification and any additional conditions listed
below.
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/newetiands
None Carolina
)Vq&mlly
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
George McIntyre
Page 2 of 4
March 28, 2005:

The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved Plan Location or Reference
Units
Stream 141 (feet) Road "A" crossing, January 05
Ian
Buffers 7,500 (square ft.) Road "A' crossing, January 05
Ian
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow
pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade
restored within six months of the date that the Division of Land Resources has released
the project.

George McIntyre
Page 3 of 4
March 28, 2005:
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse Flow (DWQ Reviewed Plans)
All stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream
as identified within 15A NCAC 2B.0233(5)
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated March 18,
2005 (January 2005 plan from Skelly and Loy, LLP). The DWQ believes that if
implemented, as per these plans, diffuse flow will be achieved. However, if diffuse flow
as per 15A NCAC 02B.0233(5) is not achieved, then the DWQ shall be notified and
corrective actions to restore diffuse flow shall be taken if necessary to impede the
formation of erosion gullies. At no time shall stormwater from the proposed development
be piped directly through the buffer without prior DWQ written authorization.
The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
Stormwater easements shall be recorded for a distance of at least 10 feet on each side
of all stormwater conveyances, and on all lots containing these structures including
future access for maintenance. The stormwater easements shall allow for the ability to
maintain the structures, perform corrective actions as described above and shall provide
protection of the structures from potential alternations by future property owners.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by
this Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the. North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 1508.
r '
George McIntyre
Page 4 of 4
March 28, 2005:
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone John Dorney or Cyndi Karoly at 919-733-
1786.
AW Kljrd
Enclosures: GC 3402
Certificate of Completion
cc: Jay Keller, Skelly and Loy, 6404 Falls of the Neuse Road, Suite 103, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
Mike Horan, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 041433MaybrookForest(Wake)401NBR
Sincerely,
RR@F=OWF= P
MAR 1 8 2005
DENR - WATEFSXM11741'AND LOY, LLP
tDSWNWi01 0se Road, Suite 103
Raleigh, North Carolina 27615
SKELLYANa LOY [phone] • FAX [phone]
?carar+:^s;•cnau:.,Lt.:t www.skellyloy.ccm
TO: ?.>hn lwrn?y
dG44CG°3 OC;' 4 ° a ?G,?]044L,1?,
DATE j _ 13 _ (D5
JOB NO. b t/Oc? 3
ATTENTION J)
RE:
e-JT

AT)
WE ARE SENDING YOU ):? Attached ? Under separate cover via
the fol1wrng Items:
? Shop drawings ? Prints Plans ? Samples ? Specifications
? Copy of letter ? Change order /i s•>(?,>7 ; {?4/ ???c?

COPIES DATE NO. DESCRIPTION
??•JIt .!?1 • I ??f l {?L 1
: ??IJ lf7 G?rM•?
1 ! tJ r es
i lit' ?., •1 ?? -.n .s/•t 1/!? G"?• (fv .: ?i ->.1.?
G !t' /l «
j?
¢ V 1 J 2
G
?
11
?r
>
I
!
Uri ,t -, ? ?t-'r m i T

THESE ARE TRANSMITTED as checked below:
,(' For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
O For review and comment ?
O FOR BIDS DUE
20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS Pl'?o .?•>/I??, S?•lcc! WP /i?
w?.1 /t,etir?:(?
? ?I7,
+? .3:,-eO
?j ? p
v/-
J..n?.,?` ? /l, /? S.?/l.n. ?i=, ? W ? /
/
C: /'C /? ?r,ac/ L
?
-Gl `'l '??/' ? n•l 7??' /
??t ?l?c'?T? /
7-
i
ua/t,««?,
?.'e.1 Vnf,
?l %??lc"cr a ?
.3'
t . yo ?r ., ? 3.-3 f ...?<<.- 1 n. ?,?? o.?i' duo ?r
r? uJ? .'. ?j ??? Ca?.•?/ ??f: lT ??? T
?/
/?
}
COPY TO J?, l?r' ?(vi •z /1 SIGNED

If enclosures are not as noted, kindly notify us at once.
? Resubmit
? Submit
? Return
copies for approval
copies for distribution
corrected prints
dAAA
8643
1Q' /
50"NEUSE RIVERBUFFER
TYPICAL FROM BANK OF CREEK
a[gt;k? r9
MAR 1 R 2005
WEANDATp 1T?"A"
6 0 I Ul3?l •? ?,,,
°? SI1
(131) ymp ?Y
31 2930.07' - r„ f
N85'41'14'E ?rt ?p u.rt `°? ?} { V"Y V"Y }
} L N M
VO+Y
al"Y 1 Y
y?R 1000 W 11111 1 q.?.l r ,• ? lT W _
wn ` '^O 1I?•• ! 111
2 .29 4ryM * t,?
D6.69 00 YI1 1 ,
.. T. ! ! ry ova J ?rt
y la"W ,pW lort Irrt X11"'
rn ? Iqr I/srt j t ! W
i ?M 11 UIW
_ __ IMM' a r WY
lmW I ? ??1 • f ? ,sW
I,IIrt wrt ? r„ f ? MY wY
0S ? ?rt u"Y w1Y ++ ?/p? ImW ?wW as I,w,p
r7?p RC, 111 i V J IaY - m.0
? 1?•f ? 4? y, / ?.M1W VIIY
R y ?Y ?
1.
-? trout
- } rrt Irrt ? ! R? YIY wW '
y wp
raw } ! VFW I,uY V"rt rt
wax ixcn W D IrY twp
?,,? ; Wp lart ? ? Ir.rt y"p ? ally W p{
WY ? WW I 4YW ?
/ Ip I.rt It JJR MAY rn VIIp lu1W w .•n
'AI ! r V"Y tAW i_Q
! I.wrt " f0"M WW ?N`?
° `4 i rR A
1111 y? wp
T } ? ? r>• ? ? ' u 7 uaM ? ?W
P11TS \ u+Y
urn' ?? ? ? Ia•p wW
50' NEU5E
RIVER BUFFER Y ? e ) %
} ?+. df ; + ! ! rY w
WIY
P. 197A
?.r• r a?? 1 I i
41
rp !
4
1011}In Ii { !
50' NEUSE ` . Mpl
RIVER BUFFER
1 •?,6
a n > ,l j 1 ? ?
P
y e 1< srt
7 Vert Vert rt alp VW
okn"vlrt
co
i..: • -A^
5='a"DFa
UN E TR'?UTARY O
f TOW U REEK y ?
/ w
Note: House Footprint Locations Are Approximate. Contractor Will Adhere to 50-foot Neuse River Buffer Rules for Placement of Houses on All Applicable Lots
(Protective Tree Fencing Will Be Placed On Buffer Lines)
SKELLY and LOY, LLP JAN 2005 FIGURE 2
MAYBROOK CROSSING DRIVE
Base Map Supplied By STREAM CROSSING
McIntyre & Associates Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: I"- 2001 Project No. 2604023
January 16, 2005
John Dorney
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Preconstruction Notification Application
Maybrook Forest (S&L Project #: 2604023)
DWQ Project # 04-1433 Wake County
Raleigh, Wake County, North Carolina
Dear Mr. Dorney:
Skelly and Loy is re-submitting the additional information requested from written
correspondence on September 8, 2004. Skelly and Loy personnel met with Mike Horan of
the Raleigh Regional office on September 14, 2004. During our meeting and follow-up
phone and field conversations, we were able to clarify and revise our permit to meet DWQ's
requirements. The revisions and clarifications are outlined below. We are requesting for NC
Division of Water Quality (NCDWQ) written approval under Section 401, Clean Water Act,
33 USC 1344. This application is being re-submitted at your request from written
correspondence on September 8, 2004 and phone conversations.
We have addressed your included written comments in the following paragraphs.
1. Level Spreaders and Stormwater Discharge. Please provide detailed plans
and calculations for all level spreaders and Stormwater discharge devices.
Please complete the attached level spreader worksheet for each of the
outfalls.
Stormwater on site will be collected and discharged via level spreaders and
preformed scour holes to achieve diffuse flow through the Neuse River Buffers in
compliance with the Riparian Area Protection Rules. Level spreader and preformed
scour hole design is based upon DWQ's Draft Level Spreader Design Options v.1.0,
dated October 10, 2001. While under construction, custom sedimentation basins will
be installed to protect buffers against sedimentation along with other appropriate
sedimentation and erosion control measures in compliance with the Wake County
Sedimentation and Erosion Control requirements. Storm drainage calculations are
attached for your review.
2. Impact Justification (Avoidance and Minimization). Please exclude the
section of Phase I, between Walnut Creek and Phase II line, from the
impervious surface area calculations and recalculate.
NCDWQ 401 Request Re-submittal
Maybrook Forest Subdivision Phases I & II
January 16, 2005
Page 2 of 2
We have deducted the 12.0294 ac of open space adjacent Walnut Creek. This
results in 48.39 acres. Therefore, Total proposed impervious area is 8.61 ac or
(8.61/48.39) 17.8%.
3. Buffers. For any lots platted within protected Buffer Zones, please provide
detail site plans showing building footprints, patios, decks, driveways, etc.,
to insure that no future cumulative impacts to the buffer will occur.
We have provided house and driveway locations for lots located in the protected
Buffer Zones. Understanding future DWQ concerns of the new owners, we identified
any lots that could impact Zone 1 of the Buffers. By locating the houses near the
front, maximum room was provided in the backyards to minimize potential
encroachments (i.e., outbuildings).
Through environmental-friendly engineering, we were also able to eliminate the previously-
proposed sewer crossing. Therefore, there are no wetland impacts and only a single road
crossing for this entire project. If you should have questions or require additional clarification
during the review please feel free to contact me at [phone].
Sincerely,
Skelly and Loy
r'Jay Keller
Wetland Ecologist
cc: Mike Horan
George McIntyre (w/ attachments)
Imi-n11
1LI11Lw- N:-
MAR 1 8 2005
r, ni I Al IN
D E N R - VVAI r- CRAIKH
Office Use Only: 15ETLAJ M Form Version May 2002
USACE Action ID No. ?)too `l D I S5 `1 DWQ No. ©?- 3 3
(If any particular item is not applicable to this project, please enter "Not Applicame" or -N/A .)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mclntyre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleiah. North Carolina 276
Telephone Number: 919-876-0145 Fax Number: 919-876-0699
E-mail Address: a mcinty(i?bellsouth.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jay Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleigh, North Carolina 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkeller a,skellyloy.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536, 1722692813, 1722698872, 1722793833, 1722798873, 1722890833,
1722893814,1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Right on South New Hope Rd. Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3': W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Walnut Creek
River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adniin/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
Page 6 of 12
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adiacent southern property after
flowing through the middle Vacant and residential area.
10. Describe the overall project in detail, including the type of equipment to be used: A Sinqle
family subdivision in the City of Raleigh The subdivision will include public water
and sanitary sewer mains sidewalks concrete curb and gutter, and a storm water
collection system Equipment includes trackhoes bulldozers, and graders.
11. Explain the purpose of the proposed work: The construction of the road culvert will be
necessary to complete the Maybrook Forest Extension thus sustaining the
development of the proposed subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Maybrook Crossing Drive will
impact 141 feet of UT to Walnut Creek A single 72" RCP will convey surface water
flows Impacts to the tributary include excavation and filling.
7 T"A;xAAiinlly l;ct wptl:ind imnncts helnw-
Located within Distance to
Wetland Impact Area of 1 00-year
100-year Nearest Typeof
f
Site Number Type of Impact* Impact Fl Stream (linear Wetland
(indicate on map) (acres) (es/no) feet)
n/a

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 611,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://%vww.1enia. ,ovv.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 3 acres
Total area of wetland impact proposed: 0 acres
'i_ individually list all intermittent and perennial stream impacts below:
Length
Stream Impact
Site Number
Type of Impact* of
Impact
Stream Name** Average Width
of Stream Perennial or
Intermittent?
(indicate on map) (linear Before Impact (please specify)
feet
Walnut Drive Culvert & rip-rap 141 ft. UT to Walnut Creek 3 Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associatea rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.Mang uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141 linear feet.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and anv other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 8 of 12
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Size of watershed draining to pond: n /a Expected pond surface area: n /a
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To proposed path of Mavbrook crossing drive was selected to avoid all wetlands and
cross the stream at a desired location The stream crossing was placed in an area
where the stream is less sinuous; therefore minimizing stream impact. The extension of
Mavbrook Crossing Drive across the intermittent channel will allow for maximum land
usage since approximately two-thirds (2/3) of the property is to the west of this tributary.
The sewer crossing will also be contained in this crossing area therefore impacting less
stream than previously designed There is also an existing sewer line to the west of
Mavbrook Crossing Drive that has an integral part in the location of lots, roads, and
utilities The proposed line will be an extension of that existing sewer line and will
satisfy the City of Raleigh's criteria for a gravity driven sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 9 of 12
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr state.nc.us/ncwetIands/strmg, ide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The protect will establish and maintain wetland and upland vegetated buffers to
protect open waters along Walnut Cr and its tributaries. Also a land dedication of
14.8 Ac was donated to the City of Raleigh from this subdivision along Walnut Cr.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n / a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n /a
Amount of Non-riparian wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 10 of 12
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
* Zone I extends out 3U feet perpendicular trom near bank of cnanner. Lone z ex[enas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Buffer Mitigation is not required Uses are allowable without mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existing impervious area. As
requested in your response letter, we have deducted the 12.0294 ac of open space
adjacent Walnut Creek This results in 48.39 acres. Therefore, Total proposed
Page I 1 of 12
impervious area is 8.61 ac or (8,61/48.39) 17.8%. Stormwater on site will be collected
and discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules.
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements. Storm
drainage calculations are attached for your review.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

?/Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

P

STA = 1 = 8+60.

0+00.66 6 W
U
w U
P - 22a 4a
,
A.D. = -1 9.00
K = 35. 90
240
00' VC
.
230

PVI 11
PVI TA = 12
LEV = 20 99.44
8.59 ?.

R

?
=
D. 8.0
0
+ °'
K=30.0 ^
6
W
U
0
m
OD

O)
O)
M 10
PR
C/ OPOSED
ROAD ?+,
?- N
U
>
W
12"
1.

W/L

18" R P
CROS ING

0 SKELLY and LOY, IL JAN 2005 FIGURE 14
O
cc DETAIL OF
MAYBROOK CROSSING DRNE
STREAM CROSSING
(PROFILE)
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: NTS Project No. 2604023
9 t. J?
N a
00
?

6,665 sq.ft.
48 CUL E T 108 LF
15 LF R AP APRON H

\ V
A
N
/
i

I +
Vt T
i -
i

?'
((1 rn
(IV

20' PRIVA E STOP, fv? 20' PRIVATE STO
DRAIN. ASEMENT o DRAIN. EASEME T
A5 E I { ?' -
LEVEL ROAD "J"
SPREADER
SKELLY and LOY, LLP JAN 2005 FIGURE 3
DETAIL OF
MAYBROOK CROSSING DRIVE
STREAM CROSSING
(PLAN VIEW]
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 50' Project No. 2604023
r cea Im _` z Avrt4 tfy t i ed
All
ION•'- 1 i +Y-�'' 3P '� .ti z "!' ', Knee Ott 'Il� i+w°' av+l ,,x
" 3}. It �� yet �,�•' . � +n: , 5f �+y � �`tt��k'�
j r r
" � ` �3° si kr.�v �-A�k _ et � �t� y..,,c t•�V V
,. x .'
ANoM
4V
e
May` t y 'A�3'C `i, �� � dpi;. r•�� �,i,,� \:., �
yZA
., ' . -r - M -a ��wjJ 7'�P' a��i �; x , s, 7 �f ' a*{ r 4 �'��i' 'a •.

1un-08-04 10:07P Daniel J. Bliley 919 934 8610 P.02
`?oF wA
,0
F9pt:
? r
April 13, 2004
Dan Bliley
61.4 South Second Street
Smithfield, NC 27577
Dear Mr. Bliley:
SUBJECT: Tommy Austin TractMaybrook Crossing
Neuse Buffer Rule (15A NCAC 02B.0233)
NBRRO 04-116
Wake County
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
NBR01-116. An cv?luatiorrof the-stream-features on the- property represented on Wake County-Soilrand--
the USGS Raleigh East Quad topographic map was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached reap are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Domey, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected parry (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domey at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve . itchell
Environmental Scientist
Cc: RRO/John Dorney
Wake County
04-096/maybrook.116
3C*A -
Raleigh Regional Office 1628 Mail Service Center f 1
V,Vater Quality Section Raleigh, NC 27699-1628 One
`lc Ca?o1'sna
Morally
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. KJ-i wik, P.E. We=
Colleen H. Sullins, Deputy Director
Division of Water Quality
phone [phone] Customer Service
facsimife (1919) 5T7.4T1d 1-STT-623-6746
-Jun-08-04 10:08P Daniel J. Bliley
919 934 8610 P.03
f r
r
tr
06
LEGEND 5?1? i t ,?l
.----+ Pef"bialStream
Sorfime Drain
-.?-
a
W
N? eta
?f Rttk Oettrop x Stator L -- - ,
--- ---- c.uy - - - l - - - - - -- --- -- L - - -i
Bizy.er tr
lack K DTVT" 9
.? RaUrrd
Pe.rer Line r/+ -
- - rrw em Not
Wwee Wt
la now or Beiidtcg
}_ Crm ury
Btrrat. Am
5°`bSws6iT765yvfwA .
400
Sale: /"1200 O

`;_
iii _ 1'...... .- I
MAC 1 8 2005
14 DENR - WAT
Office Use Only: DRIMATERBRANCH Form Version May 2002
USAGE Action ID No DWQ No.
(If anv particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Mclntvre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleigh North Carolina 27609
Telephone Number: 91 9-876-0145 Fax Number: 919-876-0699
E-mail Address: a mcintynabellsouth net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Ja Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleigh. North Carolina 27615
Page 5 of 13
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: ikeller skell to .com
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size constriction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Ma brook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536, 1722692813, 1722698872, 1722793833, 1722798873, 1722890833,
1722893814 1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): May rook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd East Turn Right on South New Hope Rd Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
Site coordinates, if available (UTM or Lat/Long): N 35° 45.3' W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/adniin/mal2s/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line There are two intermittent/perennial streams flowing from the
northern property through this tract One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowing through the middle Vacant and residential area
10.Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh The subdivision will include public water
and sanitary sewer mains sidewalks concrete curb and gutter, and a storm water
collection system Equipment includes trackhoes bulldozers, and graders.
11. Explain the purpose of the proposed work: To provide sewer and water service to
the site and adiacent properties Also provide roadway access for the proposed
subdivision and the adiacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing Maybrook Cr-ossln
Drive will impact 141 feet of UT to Walnut Creek A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:

Wetland Impact
Site Number
(indicate on map)

Type of Impact* Area of

Impact
(acres) Located within
100-year
Fl I00-year
(yes/no) Distance to
Nearest
Stream (linear
feet)
Type of
Wetland of

?..a w... ,,mot I;.n;t-1 tn• mrrhnni7e'd clea ring. Eradint?, fill,
* List each impact separately and identity temporary uupactS. „11PaCL3 ?........-- --• ------- - - _
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn•//www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACF, only).
List the total acreage (estimated) of all existing wetlands on the property: 0.02 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Walnut Drive
Sewer
Length of Average Width Perennial or
Type of Impact* Impact Stream Name** of Stream
I
t
f Intermittent?
lease seci )
(
linear feet mpac
ore
Be p
Culvert 141 ft. UT to Walnut Creek 5 Perennial
Excavation 3 (20) UT to Walnut Creek 5 Perennial
Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.pov. Several internet sites also allow direct download and printing of USGS maps (e.g., www tonozone.com,
www.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141 linear feet
Permanent 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)

N/A
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.

c :. A c1i ?tfnn drMainv
* List each impact separately and identify temporary impacts. impacts include, out UIr iiut It M I tCU LO: ,., w. u.• .•, b b.
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n / a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n /a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and Minimization)
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots roads and utilities The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 21-1 .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr state nc us/newet]ands/strma,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitiaatlon for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:/ih2o.enr.state.nc.us/wEp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n /a
Amount of Riparian wetland mitigation requested (acres): n /a
Amount of Non-riparian wetland mitigation requested (acres): n / a
Amount of Coastal wetland mitigation requested (acres): n / a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 1 l of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone* Impact
(square feet)
Multiplier Required
Miti ation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
Zone I extends out 30 tect perpenoicuiar from ncai uann ? •?••••? . - _.•._••_
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Buffer Mitigation is not required Uses are allowable without mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existing impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via levels readers and reformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules.
Level spreader and preformed scour hole design is based upon D_WQ's Draft Level
Spreader Design Options v.1.0 dated October 10, 2001. While under construction
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Page 12 of 13
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
OF WATF Michael F. Easley, Governor
9p
? t
J
S
Willi
G
R
ecre
ary
r.,
am
.
oss
r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
September 8, 2004
DWQ Project # 04-1433
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
McIntyre and Associates
4921-B Windy Hill Drive
Raleigh, NC 27609
Subject Property: Maybrook Forest Subdivision, Raleigh, NC
REQUEST FOR MORE INFORMATION
On August 27, 2004, the Division of Water Quality (DWQ) received your application dated July 16, 2004
to impact 7,500 square feet of buffers and 141 feet of streams to construct the proposed residential
subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the',subject property. Therefore, unless we
receive the additional information requested below, we will hake to move toward denial of your
application as required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Level Spreaders and Stormwater Discharge
Please provide detailed plans and calculations for all level spreader and stormwater discharge
devices. Please complete the attached level spreader worksheet for each of the outfalls. You may
wish to refer to the Level Spreader guidance on the DWQ website at
http://h2o.enr.state.nc.us/ncwetlands.
2. Impact Justification (Avoidance and Minimization)
Please exclude the section of Phase I, between Walnut Creek and Phase H line, from the impervious
surface area calculations and recalculate.
3. Buffers
For any lots platted within protected Buffer Zones, please provide detail site plans showing building
footprints, patios, decks, driveways, etc., to insure that not future cumulative impacts to the buffer
will occur.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httr)://h 2o. en r. state.nc.us/ncwetlands
Noo `hCarolina
Alatura!!y
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
McIntyre and Associates
Page 2 of 2
September 8, 2004
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Nicole Thomson or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
l'llorne? y " "
Oversite / Express eview Permitting
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Skelly and Loy, 6404 Falls of the Neuse Road, Raleigh,'NC 27615
Filename: 04-1433 Maybrook Forest (Wake) On Hold

Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
J193t
SKELLYAW) LOY
ENGINEERING - EN [iorM, 7ENTAL
CONGULTANTG _
Re: Preconstruction Notification Application
Maybrook Forest g&L Project #.• 2604023)
Raleigh, Wake County, North Carolina
Dear 40] /Wetlands Unit:
WETLANDS 1401 GROUP
WATER QUALITY SECTION
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 13,14 and
DWQ 401 Water Quality Certification. Seven copies of this submittal are cttached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer Vnes, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh,
NW 39 is being requested for two stream impacts to an unnamed tributary to %Vclnut (-'reek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. 'I his RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer Vne. The
easement will be graded to the pre-existing elevation and seeded for gr;)ss. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional dOCLirnentalion listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Phone: [phone]
Fax: [phone]
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
r1
DWQ 401 Certification Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter'.
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
8. $200.00 Check covering the required Review Fee.
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
., G GA
Jay Keller
Wetland Ecologist
cc: USACE Raleigh Regulatory Field Office
George McIntyre (w/ attachments)

..'{ Park ? . ' • 7' ')t :r ,ti ?• 7 • ? ? ' H +P ?' • ,• }lf?Af7'0? ? . r
? ''.-"r'? •'?? ... .?{ ml J ? iCr r'? (?rSp?sAt, ? - ? t „.? { . •,? :?, y.i j 0 • da'.i?
Ql-
gg?I2.'1 ?`? _.?atr--'' !-?f '{ ,?){?\J •\ J SS ?cr. ' i( {ti 17
fi!
_ /+fri?'?r` ??it'?-•? ??w s f tf? ?. ''!S F '!' ?. ! 'Ir??'1b" l{i.l'
1 ,J
t
I
r>
{
.
4
{
s.
f
- - 1` 216' •i. k?+ G.. ! ° ?•.{ t,. ,. .:.
,
, f
t
.1
,
•1 n 2`
/ r
X47 S t S
IPPI 10
, S - rs r, i ,? Y ?, , ?•? I y ? - ..rr
t ? w
Ea el?
' I
i I
WETLAND LIMITS \ - -
I? I
h 1
i ?
I/ I
\ iH
r ? /
0-- FIT
y 's
r ?
. I/ {4 Pr ,r
OS 1401 GROUP
I
WATER QUALITY SECTION
X47, to
40
?' I II I
---=mow-
?' l
?H
a
\y/ 11 1
/ M
I ? I I
I F11
APPP,OX. 100'r6aR
FLOOD PLAIN
ETAIL - SEE FIGURE 3
SKELLY and LOY, LLP JULY 2004 FIGURE 2
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 200' Project No. 2604023

SKELLY and LOY, LLP JULY 2004 1 FIGURE 3
DETAIL OF
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 50' Project No. 2604023
Jun-08-04 10:07P Daniel J. Bliley
.?O? I NA
T ?9?G
O?
? rr
Dan Bliley
61.4 South Second Street
Smithfield, NC 27577
Dear Mr. Bliley:
919 934 8610 P.02
Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimrsk. P.E. Qirer=
Colleen H. Sullins, Deputy Director
Division of Water Quality
April 13, 2004
SUBJECT: Tommy Austin TractMaybrook Crossing
Neuse Buffer Rule (15A NCAC 023.0233)
NBRRO 04-116
Wake County
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
NDR 04-1 K -An cvalaationofthe-atream-features on the- property represented on Wake County-Soil!v=d--
the USGS Raleigh East Quad topographic trap was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached map are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a dctcmvnation that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start unlit the affected parry (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domcy at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve . itchell
Environmental Scientist
Cc: RRO/John Dorney
Wake County
04-096/maybrook.116
Raleigh Regional Office 1628 Mail Service Center
6" dater Quality Section Raleigh, NC 27699-1628

Nze,Ca?olSna
AWitra!!y
phono [phone] Customer Service
facsimile (I3i9) 5Ti-4Ttd 7-6TT-623-6746
Jun-08-04 10:08P Daniel J. Bliley
919 934 8610 P.03

.n

xy

LEGEND
•
' -• Serf m Dnin
want
t. '
w Womr
Rod[ Oturvp or sf o n L

IIitb?.r t
??:c azs 11111 wr DT7 +7
---s--t- Rollrled
Pt r List r1w
- - - - Pivytm lift
Woo& Wt
.7 a*"* or B&Uttg
Cemury
Som? Am
5040 s"I'"T7 & ST"
O 700 400
• Salt. 1/x+200
July 9, 2004
TO: Skelly and Loy,,LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. George M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
WETLANDS/ 401 GROUP
WATER QUALITY SECTION
I, George McIntyre , as a representative concerning the property on
Maybrook Forest Drive & New Hope Road , do hereby authorize and give permission for
Skelly and Loy to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to go on the property with an Skelly and Loy representative for such purposes
as necessary to perform the job tasks.
?v
'h-
Mr. orge M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
JI-k/4 Z2 (1010
Date
Office Use Only: Forni Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit n Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: R
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name:
Mailing Address
McIntyre and Associates
4932-B Windv Hill Drive
WETLANDS/ 401 GROUP
Raleigh, North Carolina 27609 -" ,iVly
Telephone Number: 91 9-876-0145 Fax Number: 919-876-0699
E-mail Address: a mcintypbellsouth.net
2. Agent/Consultant Infonnation (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jav Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleiah. North Carolina 27615
Page 5 of 13
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkellerpskellyloy.com
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other snaps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536. 1722692813. 1722698872. 1722793833, 1722798873. 1722890833.
1722893814,1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Riaht on South New Hope Rd. Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3'; W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake):
River Basin: Neuse
Walnut Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.cnr.state.ne.us/admin/maps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowing through the middle. Vacant and residential area
10. Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and gutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and graders.
11.Explain the purpose of the proposed work: To provide sewer and water service to
the site and adjacent properties. Also, provide roadway access for the proposed
subdivision and the adjacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful infonnation. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to detennine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement. The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing. Maybrook Crossing
Drive will impact 141 feet of UT to Walnut Creek. A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year
Floodplaink*
(yes/no) Distance to
Nearest
Stream (linear
feet)
Type o **
wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-353-9616, or
online at http://www.fcma.2ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.02 acres
Total area of wetland impact proposed
0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Walnut Drive Culvert 141 ft. UT to Walnut Creek 5 Perennial
Sewer Excavation 3 (20) UT to Walnut Creek 5 Perennial
Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-300-353-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.map(juest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141 linear feet
Permanent. 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Waterbody
(if applicable) "Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n /a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.): n / a
Size of watershed draining to pond: n /a Expected pond surface area: n /a
VII. Impact Justification (Avoidance and Minimization)
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout. Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands. The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots, roads, and utilities. The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitarv sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/newctIands/stnngide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much infonnation as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitigation for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litin. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following infonnation:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n /a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes F] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 11 of 13
snap, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following infonnation:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
' Lone I extends out Sit icct perpendicular tronl near nanK of cnanncl; Gone 6 extends an
additional 20 feet from the edge of Zone I.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Buffer Mitigation is not required. Uses are allowable without mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stonnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existing impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules.
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Pave 12 of 13
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
Citv of Raleiqh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
f
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
SKELLYAND LOY Phone: [phone]
ENGINEERING - ENVIRONMENTAL
CONSULTANTS Fax: [phone]
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Preconstruction Notification Application
Maybrook Forest (S&L Project #: 2604023)
Raleigh, Wake County, North Carolina
Dear USACE:
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. One copy of this submittal is attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA

USACE 404 Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter'.
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: DWQ 401 Wetlands Unit
George McIntyre (w/ attachments)
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
J dc-, E, t
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS --
Re: Preconstruction Notification Application
Maybrook Forest g&L Project #: 2604023)
Raleigh, Wake County, North Carolina
Dear 401 /Wetlands Unit:
11 Phone: [phone]
Fax: [phone]
WETLANDS/ 401 GROUP
WATER QUALITY SECTION
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. Seven copies of this submittal are attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek,
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
DWQ 401 Certification Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter".
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
8. $200.00 Check covering the required Review Fee.
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: USACE Raleigh Regulatory Field Office
George McIntyre (w/ attachments)
:18 Oul ears.'
41
• •fit - ., . � �!
rj
ku
IN
to
14
`.L,.' ♦�\•. - �, ,l � •f,-r �I- � F' tsar �: � `,•- ,.
' . � �� . i'. � Urfa � I • r. ��. . �� - .`','1i .- � .
•• _ 2 '• � t' ,l ``. / •,• •� ff • ! •. 52.1 .� '� � • `:..'
�.�, '_• .
•,, — z • I_ ;lx . .Y, 5 �� r l .,�yf �C- t
' � i _ .f•/ v�,) Jr� � J t7 � t � I0.',' y" iYKN'��': / �� L a`,cC„� �I�` r�l/\i,"�+��.. -u,-/
Tom',' •^".-A � i nWua ...• . P •..' '4t�i �. '.t � r+r / r��=
�� �,. L'3ir+� �1 C ..r . _:. i �?rt •,A y J�':r; '; 1
f 4 "yy4t8! 1
- �I.fi t � .'17' h` ti. � 1���`i `".T •_. l -r.- .r • ;�. ��_' q� �h}•}, ,Y
All* 5 � J! eeKY - � � ► ' ,*G i w !
r/ �'I �ti^r• � p.,. , `R` � 'r �i.ti � `"'���s �j �}JufJ'Jt,�£�++'� ..a-,
IV
13 AAk
,. ��•. , r• ^'� 1 `+ _ �/_ J- .�',�.567 ]S `Y c it. Icy, • y j.71
I
�� `- as ' �� i� ~i i l ; , t +t ... � • _ .. r i

i
WETLNO U.VIT5 - - i ??
rwE .I. I 1 C2C`4 Bhp
FEWC-
1 ?o0
L "-I
?= f
\ -;1
i
f?k
Q
p
? ? I 1
ro.cm
fL()01) 100 'rZV,
ETAIL - SEE FIGURE 3
SKELLY and LOY, LLP JULY 2004 FIGURE 2
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale; 1" = 200' Project No. 2604023
?i
i_
a ?.
'zJ
' - TREE PROTE TION
SKELLY and LOY, LLP JULY 2004 FIGURE 3
DETAI L OF
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrock Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 50' Project No. 2604023
Jun-08--04 10:07P Daniel J. Bliley 919 934 8610 P.02
,`oaoF war Fgpc
? T
? Y
April 13, 2004
Dan Bliley
61.4 South Second Street
13mithfield, NC 27577
Dear Mr. Bliley:
SUBJECT: Tommy Austin Tract/Maybrook Crossing
Neuse Buffer Rule (15A NCAC 02B .0233)
NBRRO 04-116
Wake County
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
NB 84-116. An evaluation of dw-strearm features on the-property represented on Wake CountrSoils-=d- -
the USGS Raleigh East Quad topographic reap was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached reap are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected parry (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domcy at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve , itchell
Environmental Scientist
Cc: RRO/John Domcy
Wake County
04-096/maybrook.116
0
?' A
Ralei h Regional Office 1628 Mail Service Center 1 I ' phone [phone] Customer Service
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Aban W. KJ.iavA. P.E. DireUAr
Colleen H. Sullins, Deputy Director
Division of Water Quality
9
1'Nater Quality Section Raleigh, NC 27699-1628 One facsimife (1319J 5Ti-4Ttd 1-6TT-623-6746
No hCnSha
Aatirra!!y
Jun-08-04 10:08P Daniel J. Bliley
919 934 8610 P.03
r
.% to
/ r, ----------
kill'
LEGEND ?1 ? .,? rA1
. _?? [erronul Strom iJ11 ? ? ` ? . ???o. f, .
S.rfau Dn4
DVCC#
w.w 1
,.wf RadO.urepofS,a.a L .-- - - - ?. - --J
.?..__, ?;-- - -1------------- - ,
GAUY
mso..r
??..?.=a..? Talks ZMI- y
?--.. R,ur+.d
rawer Use r/+
- - - - tragedy U.e
?...-.--..-.r-• Wwd. We
m Fr~ of B.6ding
}_ Ceswry
Sat)%SMIAM 651WR A .
O IDO 440
Sole: 1", 200
July 9, 2004
TO: Skelly and Loy,, LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. George M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
I, George McIntyre , as a representative concerning the property on
Maybrook Forest Drive & New Hope Road , do hereby authorize and give permission for
Skelly and Loy to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to go on the property with an Skelly and Loy representative for such purposes
as necessary to perform the job tasks.
Mr, orge M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
O
Date

1? ETTI M
Office Use Only: Fonn Vcrsion May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Pen-nit Isolated Wetland Pen-nit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Pennit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name:_ McIntyre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleigh, North Carolina 27609
Telephone Number: 91 9-876-0145 Fax Number: 919-876-0699
E-mail Address: a [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jav Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleigh, North Carolina 27615
Pagc 5 of 13
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: ikellerpskellylo_y.com
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536, 1722692813, 1722698872, 1722793833, 1722798873, 1722890833,
1722893814,1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Riaht on South New Hope Rd. Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3'; W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake):
8. River Basin: Neuse
Walnut Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eiir.state.ne.us/admin/inaps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowing through the middle. Vacant and residential area
10.Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and gutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and graders.
11. Explain the purpose of the proposed work: To provide sewer and water service to
the site and adjacent properties. Also, provide roadway access for the proposed
subdivision and the adiacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No,
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intennittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement. The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing. Maybrook Crossing
Drive will impact 141 feet of UT to Walnut Creek. A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:

Wetland Impact
Site Number
(indicate on map)
*
Type of Impact*
Area of
Impact
(acres) Located within
100-year

Floodplain**
(yes/no) Distance to
Nearest

Stream (linear
feet)
Type of

Wetland***

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, ctc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fenia.gov.
*** List a wctland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property
Total area of wetland impact proposed:
0 acres
0.02 acres
3. Individually list all intennittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Walnut Drive Culvert 141 ft. UT to Walnut Creek 5 Perennial
Sewer Excavation 3 (20) UT to Walnut Creek 5 Perennial
Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Strcam names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-353-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(juest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141 linear feet
Permanent. 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Watee) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List cacti impact separately and identity temporary impacts. impacts include, but are not lammed to: tilt, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands F-1 stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.): n/a
Size of watershed draining to pond: n /a. Expected pond surface area: n /a
VII. Impact Justification (Avoidance and Minimization)
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout. Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands. The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots, roads, and utilities. The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/newetlands/stnngide.litin].
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitigation for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding; the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following; information:
Amount of stream mitigation requested (linear feet): n /a
Amount of buffer mitigation requested (square feet): n / a
Amount of Riparian wetland mitigation requested (acres): n /a
Amount of Non-ripari an wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n /a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes R No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No R
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page I 1 of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following infornation:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of litigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
cone i exicnus ouE iu icct pcrpcnuicuiar from near name of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
Buffer Mitigation is not required. Uses are allowable without mitigation
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existinq impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Page 12 of 13
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned b the
City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes [-] No
Is this an after-the-fact permit application?
Yes F-1 No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

-7//6 /LD y
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
1(&t
SKELLYANo LOY
ENGINEER ING - ENVIRONMENTAL
CONSULTANTS
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Preconstruction Notification Application
Maybrook Forest (S&L Project #: 2604023)
Raleigh, Wake County, North Carolina
Dear USACE:
Phone: [phone]
Fax: [phone]
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. One copy of this submittal is attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
USACE 404 Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter'.
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: DWQ 401 Wetlands Unit
George McIntyre (w/ attachments)
f Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail] f
Internet: www.skellyloy.com
July 16, 2004
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS
Re: Preconstruction Notification Application
Maybrook Forest g&L Project A, 2604023)
Raleigh, Wake County, North Carolina
Dear 401 /Wetlands Unit:
Phone: [phone]
Fax: [phone]
WETLANDS / 401 GROUP
WATER QUALITY SECTION
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. Seven copies of this submittal are attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
J
DWQ 401 Certification Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter".
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
8. $200.00 Check covering the required Review Fee.
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: USACE Raleigh Regulatory Field Office
George McIntyre (w/ attachments)
• a - � .� • �.. � �+l. � ( �� ��-�'� C+�� it -fir
t.
,
•• '�. ♦ • .. '. • 1 .' •l' mit ." ,� � ''" f i / u
Fes. ✓ ,y� I ._ f'" 6 •4 I �•_^ • r � :_. � 1 ! tt"" �•'-
k .v.,�/�� .0 •� ,odeI� t� X295 I ,�, '(�� !1•��' , i ��
• • .1s�3CiR •s t.4� �' �( ~'y _, •1 • . r 4`-L 4C '} Ir "
L`Ny x� A
� ryes `� .r rl, " . ' - L .✓ j t .' �' �
kkll. �.r� � '�� �!Ca1l�4tucf' � � , �_'`-� _ • — r ,
K "�sauRQ�l'J r,1C, • ``�. � yr � �ti•����r�� f1 � y Y' � ...»c ��rr•
S� — r- ;ti1R5 •' \'` t �� ' ice:: ^ s i., ;1 'N-
kn C �r t�11: �`r'.Va•.. - / C.. .r ,�'tcd 'i
+' p� .I � p� • I i Q . l r. � ••s =Y �" I � e�.Y'}}tR.l1 y /�
'-: S'`il t '�i - �.'T� �t I :�_� t( � ? ��i"t• qw�•' ♦ � � .r� t l" •n li i�u.. :�e
a�-��. 1 •L'1-� f 5 i i 7
Yd
Far i, `t• _�.� /.. - r��. ,`:;cam i, '• • • .,. • t�.�'� x±. `:
1i • ' .' r•. r \• ,
M - -�. -t • I 1�r• 7. Y �,�.r r p r."f �j/•� f' � y, :.. � I 4
It
`eI,�y-. 'M0�8►Sp�Sdt, %� . (r' . `f ' a �` f. tr_•. _ ' ` .' a23
117
• ' Stat' {Y � • -
,
Q ' 243

V,TTLANDUVIT5 - --- - ---?
o /
? I-
1 FH
I ((3 S
l ? I r i
/ nn
1
N
III.
4 ?
-. ?/r ASP

rcnc+ ° Ip
/.10 I

M
r ?
.W
it

I`
AN
Y

?
I M
ti

i

I

2 4.

'
APPROx. 100 ATV,
FLOOD PLAN ETAIL
-

SEE FIGURE 3

SKELLY and LOY, LLP JULY 2004 FIGURE 2
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 200' Project No. 2604023

Cl)

fn m
n ?
m -?

CD
n 1;101
-1 %n
0
g ?R?
o o k c)
C CL rn o D
;]Or
c-

N C O O
cn Cln)
71 C

r

(p
0 s 5 <:
0 (D FA Z 0
'n N

°1
o O
A
0
o ?. m

rn m
m

C) C
N ;L)
w m
w
Jun-08-04 10:07P Daniel J. Bliley 919 934 8610 P.02
,`O?OF W ATF9pG
? Y
April 13, 2004
Dan Bliley
61.4 South Second Street
Smithfield, NC 27577
Dear Mr. Bliley:
SUBJECT: Tommy Austin TracVMaybrook Crossing
Neuse Buffer Rule (15A NCAC 02B .0233)
NBRRO 04-116
Wake County
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
NBR 116 . A n cualustiorrof the-stream-features on the-property represented on Wake County-Soilsm2d- -
the USGS Raleigh East Quad topographic trap was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached map are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Domey, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domcy at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve . itchell
Environmental Scientist
Cc: RRO/John Domey
Wake County
04-096/nuybrook.116
VA' -
Raleigh Regional Office 1628 Mail Service Center _I d
Viater Quality Section Raleigh, NC 27699-1628 One
Rio Callh a
fitr ll y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. KJuMlj?. P.E. Ove-W=
Colleen H. Sullins, Deputy Diroctor
Division of Water Quality
phone [phone] Customer Service
facsimile 11919) ST14Tt6 i-STT-623-6746
Jun-0804 10:08P Daniel J. Bliley
x
?: r11 tip` /.
LEGEND
919 934 8610 P.03
+ !i
I
? ? ?yb 5'L,r? ?• I

_...? Soribm Dula

N Water I
Poch Oatcrop or sww L ?.- -
?..--. + caltr
Illlihw.r

UIraad
rawer [tee r/w
rrowm Ilse
-•-•'•---^r? Woo& We
m Hoaae or Baildtor.
&Z, Ccawry
(€T; Soreow Area
walwabary 65y?fool
D 200 '?
r ?
• Sale. 1",200' t
--- f --------------? _ _-1
July 9, 2004
TO: Skelly and Loy,,LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. George M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
I, George McIntyre as a representative concerning the property on
Maybrook Forest Drive & New Hope Road , do hereby authorize and give permission for
Skelly and Loy to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to go on the property with an Skelly and Loy representative for such purposes
as necessary to perform the job tasks.
?v
Mr. orge M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
O
JI-A-14 ?k
Date
I
z;
CJ

m
G
n
C
?J
r
0
(Ti X
r
0
C7

r aH -13H133 I I I
Zia 3EDa123 31833d _
-,
7 .11
ETn
F -1
., }CLING
0

.U
cu
?`

Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
I
II
Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Permit N Isolated Wetland Pen-nit from DWQ
N 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
1. Owner/Applicant Infornation
Name: McIntyre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleigh, North Carolina 27609
Telephone Number: 91 9-876-0145 Fax Number: 919-876-0699
E-mail Address: a mcintypbellsouth.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jay Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleigh, North Carolina 27615
Page 5 of 13
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkellerpskellyloy.coin
III. Project Information
6
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch fonnat;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
A
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536. 1722692813. 1722698872. 1722793833. 1722798873. 1722890833.
1722893814,1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Riaht on South New Hope Rd. Proceed agoroximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3'; W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
Property size (acres): 60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake):
8. River Basin: Neuse
Walnut Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowinq throuqh the middle. Vacant and residential area
10. Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and gutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and graders.
11. Explain the purpose of the proposed work: To provide sewer and water service to
the site and adjacent properties. Also, provide roadway access for the proposed
subdivision and the adjacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the saine subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No,
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Pave 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement. The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing. Maybrook Crossing
Drive will impact 141 feet of UT to Walnut Creek. A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:

Wetland Impact
Site Number
(indicate on map)
*
Type of Impact
Area of
Impact
(acres) Located within
100-year

Floodplain**
(yes/no) Distance to
Nearest

Stream (linear
feet)
Type of

wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Ntanagemcnt Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.gov.
*** List a wctland type that best describes wctland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wctland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.02 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Walnut Drive Culvert 141 ft. UT to Walnut Creek 5 Perennial
Sewer Excavation 3 (20) UT to Walnut Creek S Perennial
Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-300-353-9616, or online at
www.us7,s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141
Permanent. 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): F-] uplands ? stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n /a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Size of watershed draining to pond: n /a Expected pond surface area: n /a
VII. Impact Justification (Avoidance and Minimization)
linear feet
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout. Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands. The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots, roads, and utilities. The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitigation for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following; information:
Amount of stream mitigation requested (linear feet): n /a
Amount of buffer mitigation requested (square feet): n /a
Amount of Riparian wetland mitigation requested (acres): n / a
Amount of Non-riparian wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes F? No N
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes [--I No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying; site plan. All buffers must be shown on a
Page I I of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E:] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact

(square feet)
Multiplier Required

Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
c.ouc t extcnus uut .w acct pupcnutcutar Irom near oanx of cnamici; Gone L cxtcnas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate infonmation as
identified within 15A NCAC 2B .0242 or.0260.
Buffer Mitigation is not required. Uses are allowable without mitigation
XI. Stonnwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss Stonnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existinq impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Page 12 of 13
r
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
Citv of Raleiah
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F-1 No
Is this an after-the-fact pen-nit application?
Yes n No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pen-nits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

`7/i&/ y
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
I I *-=V'J t
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Preconstruction Notification Application
Maybrook Forest (5&L Project, 2604023)
Raleigh, Wake County, North Carolina
Dear USACE:
Phone: [phone]
Fax: [phone]
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. One copy of this submittal is attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA

USACE 404 Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter".
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: DWQ 401 Wetlands Unit
George McIntyre (w/ attachments)
. e, •
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615 '
E-mail: [e-mail] t
Internet: www.skellyloy.com
July 16, 2004
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
J( 2423 t
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS
Re: Preconstruction Notification Application
Maybrook Forest (S&L Project 9. 2604023)
Raleigh, Wake County, North Carolina
Dear 401 /Wetlands Unit:
Phone: [phone]
0 Fax: [phone]
WETLANDS/ 401 GROUP
WATER QUALITY SECTION
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. Seven copies of this submittal are attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
DWQ 401 Certification Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2of2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter'.
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
8. $200.00 Check covering the required Review Fee.
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: USACE Raleigh Regulatory Field Office
George McIntyre (w/ attachments)
r'
itv cl
,1o
/'0 III Mi
I
( y'
14
?G ,.
Z
-71
V
/ /
I Iz
1 %
APPPCK. 100 YrAP
fL00D PLAIN
ETAIL - 5EE FIGURE 3
SKELLY and LOY, LLP JULY 2004 FIGURE 2
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale; 1" = 200' Project No. 2604023

SKELLY and LOY, LLP JULY 2004 FIGURE 3
DETAIL OF
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 50' Project No. 2604023
Jun-08-04 10:07P Daniel J. Bliley
wA
? r
0 liii;?Mlwjitw "<
919 934 8610 P.02
Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
AAaa W. KJimak. P.E. Direr=r
Colleen H. Sullins, Deputy Director
Division of Water Quality
April 13, 2004
Dan Bliley
61.4 South Second Street
-Smithfield, NC 27577
Dear Mr. Bliley:
SUBJECT: Tommy Austin TractMaybrook Crossing
Neuse Buffer Rule (15A NCAC 02B .0233)
NBRRO 04-116
Wake County
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
`l3 Aa-,r,valastiot* of the-streanvfeatures on the property represented on Wake CountrSoils- i - -
the USGS Raleigh East Quad topographic map was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached map are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected parry (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 276 1 1-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domcy at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely, 8
Steve . itchell
Environmental Scientist
Cc: RRO/John Dorcy
Wake County
04-096/rnaybrook.116
Raleigh Regional Office 1628 Mail Service Center 1 I
VNater Quality Section Raleigh, NC 27699-1628 One
?c hCa>iol'sna
Molly
phone [phone] Customer Service
facsimile (319) 5Ti-4Tid f-dTT-623-6746
Jun-08-04 10:08P Daniel J. Bliley
919 934 8610 P.03

y?
r11 y
? % ----
kill'

t
Y
? f
Y
a

LEGEND f

. ?
rernoul stresm
Sodom Drsia
Dvxk
-.? ' ?.a`?
?
f

I

7 ;
W ?? i I
wl ater 1 r .
Raa Outcrop or Stooo L -- - ---J

E17sbwor
? as•s ass }stf KDcrrww
RFWvbd
rawer (:me r/w
- - -- - rmgcm lime
- -^-•-^?^ Woo& ILe
L7 I[~ or BuMog
}? Craeccry
Borrow AM
SON Sm"xry &S)-kpA
O 200 ?

• l
Snie: 11+'200
July 9, 2004
TO: Skelly and Loy,,LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. George M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
I, George McIntyre , as a representative concerning the property on
Maybrook Forest Drive & New Hope Road , do hereby authorize and give permission for
Skelly and Loy to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to go on the property with an Skelly and Loy representative for such purposes
as necessary to perform the job tasks.
Mr. orge M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
Date
7
v
v

,T,
f71 1 d`,
) I 1
u
S`
J? d
t OO iVl --..
v
9? ? ? C)
C-0
:3 I 0
c?
L j
-_ 1l
r- of l3Nl3B -
cn 04
O w d 1. 1 11111
T F Uri --
?Cl 3SC1N 3l?S?d
-1.
?}• _j_'j?j??I 1 1I
r-NI
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit F] Riparian or Watershed Buffer Rules
Section 10 Permit Fj Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: McIntyre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleigh. North Carolina 2760
Telephone Number: 91 9-876-01 45 Fax Number: 919-876-0699
E-mail Address: a mcintypbellsouth.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jay Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleiah. North Carolina 27
Page 5 of 13
TelephoneNumber: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkeller(c?,skell_yloy.com
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be infonned that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536, 1722692813, 1722698872, 1722793833, 1722798873, 1722890833,
1722893814. 1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Riaht on South New Hope Rd. Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3'; W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres)
60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake)
8. River Basin: Neuse
Walnut Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.ne.us/admin/maps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowing through the middle. Vacant and residential area
10. Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and gutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and graders.
11. Explain the purpose of the proposed work: To provide sewer and water service to
the site and adjacent properties. Also, provide roadway access for the proposed
subdivision and the adjacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, pennanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement. The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing. Maybrook Crossing
Drive will impact 141 feet of UT to Walnut Creek. A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:

Wetland Impact
Site Number
(indicate on map)
*
Type of Impact*
Area of
Impact
(acres) Located within
100-year

Floodplain**
(yes/no) Distance to
Nearest

Stream (linear
feet)
Type of

Wetland***

List each impact separately and identity temporary impacts. Impacts include, but are not limited to mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEb1A Map Service Center at 1-300-353-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.02 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intennittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Walnut Drive Culvert 141 ft. UT to Walnut Creek 5 Perennial
F Sewer Excavation 3 (20) UT to Walnut Creek 5 Perennial
Page 8 of 13
* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-300-353-9616, or online at
www.us,s.gov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(luest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141
Permanent. 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of waterbody
(if applicable) Type of waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands F-1 stream E] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n /a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.): n / a
Size of watershed draining to pond: n / a Expected pond surface area: n / a
VII. Impact Justification (Avoidance and Minimization)
linear feet
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout. Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands. The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots, roads, and utilities. The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetlands/stnngide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much infornation as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitigation for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n /a
Amount of buffer mitigation requested (square feet): n /a
Amount of Riparian wetland mitigation requested (acres):_ n / a
Amount of Non-riparian wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n /a
IX. Enviromnental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No 1-1
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page I 1 of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
Lone i extcnos out ?v icet perpenmcuiar from near oanK of cnannel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
Buffer Mitigation is not required. Uses are allowable without mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existing impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules.
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Page 12 of 13
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes R No
Is this an after-the-fact permit application?
Yes r_J No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

-7//6/,?, y
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skeilyloy.com
July 16, 2004
JQ k1t
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
-1 CONSULTANTS --
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Preconstruction Notification Application
Maybrook Forest (5&L Project ,0, 2604023)
Raleigh, Wake County, North Carolina
Dear USACE:
Phone: [phone]
Fax: [phone]
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. One copy of this submittal is attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MID
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA

USACE 404 Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter".
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: DWQ 401 Wetlands Unit
George McIntyre (w/ attachments)

Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
SKELLYAND LOY
ENGINEERING - L W RONMENTAL
CONSULTANTS ?-_
Re: Preconstruction Notification Application
Maybrook Forest (S&L Project #: 2604023
Raleigh, Wake County, North Carolina
Dear 401 /Wetlands Unit:
I Phone: [phone]
Fax: [phone]
WETLA[ SIDS 1401 GROUP
WATER Q UA L I Ty SEC TION
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. Seven copies of this submittal are attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
W,

DWQ 401 Certification Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter".
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
8. $200.00 Check covering the required Review Fee.
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
??l ?i"Grp
Jay Keller
Wetland Ecologist
cc: USACE Raleigh Regulatory Field Office
George McIntyre (w/ attachments)
• .;L dh►t�.S s �' "7 x»s i ! ll i � f'% r l'1� +� I �`. ` G
.• � !. 3 '� .. • • � •tic • � \ 1 . � � r � ., _ t II r '•.,,t.
r�''' K , IX1 � rr.� � l � � x•C�tU? i ' � � -.� t� 1�',• ,-{'•�' y-y.�]r I
kk
is
�, �� ' R J r• E, y
y zs5 I ` y .x f .• i• n i
- '�; vY6rtFkiala:� `•l a �. •i4 �;~`Lt i., �• t °� -4•".
Park • t "l , ; 'ao- _ r .. . J ' `, • • FQ�b `. 2,�� `
�e '� 1i :� _�' . -r,% III �� � /+' r�' : _ �. `+i 1 (� : j, ' y •T I ,''� �?�\ _--"'I •,
1.I ."1C3'b �;` rX r7.. 7MY` • 1 `.�. �,{-._,� `� 1
,_ 1. � � '�' � � • � �,y . i �I t � y, ,y, .
l {Si
`�< <•�� '' � ..qtr . • �` ! � '1. r•,XT13 �� .• !, l�\ .a �If
: 'ltd c r .,.-+� �.- ��f ! � f . r• { •
� ,� � � �4�i., .r�� <^�• � .7. .'. 1 .__ ,rte
.. `' • � � Y t �`� v� \_ � �.plil _- � ``a��j A*: ` f�'1,' i .� i,'11 ; `' I • ' y _ •+,! :•�y'. _
242• i .h
•�: i�I .7 . -'�. �i t 't —�`. 'til '•\ � _ 1 •..

g0
11
Q `T F-F*k
I l
1
q? q u
u•
i
APPPOK. I OOYEA
ETAIL - SEE FIGURE 3
FLOOD PLAIN SKELLY and LOY, LLP JULY 2004 FIGURE 2
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1 "= 200' Project No. 2604023
?\ J r; 72" RCA ?r
O :t

V
TREE PROTE TION
1
SKELLY and LOY, LLP I JULY 2004 1 FIGURE 3
DETAIL OF
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 50' Project No. 2604023
Jun-08-04 10:07P Daniel J. Bliley 919 934 8610 P.02
oX w,arF9ot:
? r
C,7 Y
April 13, 2004
Dan Bliley
61.4 South Second Street
-Smithfield, NC 27577
Dear Mr. Bliley:
SUBJECT: Tommy Austin TractMaybrook Crossing
Neuse Buffer Rule (I SA NCAC 02B.0233)
NBRRO 04-116
Wake County
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
\IIlt 03-3 4n cvaluati<xrof the-strearrrfeatures on the-property represented on Wake County Soilraxzd- -
the USGS Raleigh East Quad topographic trap was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached map are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected parry (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domey at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve itchell
Environmental Scientist
Cc: RRO/John Dorncy
Wake County
04-096/maybrook.116
11?11-
Raleigh Regional Office 1628 Mail Service Center I 1
VNater Quality Section Raleigh, NC 27699-1628 One
N hCWiAna
MWAY
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Wan W. K11mRk, P.E. Direriar
Colleen H. Sullins. Deputy Director
Division of Water Quality
phone [phone] Customer Service
facsimife (1319) 5T1-4T16 1-BTT-623-6746
Jun-08-04 10:08P Daniel J. Bliley
919 934 8610 P.03

? yr J /

y ? 1!

'
1 k 1 ti
. ? y
? ; ,be
J I

LEGEND

-...? Ssr6ce Dnls ? /
,. w.tcr ? j '
/
?.- -- , RothOtservp -r 510- L -- -
auY-- --
- f ----
----
-- --* ---J
tucb..r
: a?z }atl vrDm?w
--+ -+- Rsflnod
F?r Use '/W
- - - - tro" m list
words Wt
..1' Hone srBsildtag
Ccmmry
Bsrrs.Arrs
Sail Zvesd?r) 6 SIUW
_
O Zoo 4C0
• Solt: 1"-200
July 9, 2004
TO: Skelly and Loy,,LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. George M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
I, George McIntyre , as a representative concerning the property on
Maybrook Forest Drive & New Hope Road , do hereby authorize and give permission for
Skelly and Loy to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to go on the property with an Skelly and Loy representative for such purposes
as necessary to perform the job tasks.
Mr. orge M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
Date
x
N

. Q{ ff „.

cc)
r;
ti? s
r•'
t'

W
1 , aU El
?I
Office Use Only: Fonu Vcrsion May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Pen-nit Riparian or Watershed Buffer Rules
Section 10 Permit Isolated Wetland Pen-nit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Enviromnental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Naive: McIntyre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleigh, North Carolina 27609
Telephone Number: 919-876-0145 Fax Number:-919-876-0699
E-mail Address: a mcinty(a,bellsouth.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jay Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleigh, North Carolina 27615
Page of 13
Tel ephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: ikellerpskellyloy.com
III. Project Infonnation
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other snaps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires infonnation to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536, 1722692813, 1722698872, 1722793833, 1722798873, 1722890833,
1722893814,1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Riaht on South New Hope Rd. Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3'; W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eiir.state.nc.us/admin/inaps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowing throuqh the middle. Vacant and residential area
10. Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and gutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and graders.
11. Explain the purpose of the proposed work: To provide sewer and water service to
the site and adjacent properties. Also, provide roadway access for the proposed
subdivision and the adiacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional detenninations and/or pen-nits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe pen-nits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement. The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing. Maybrook Crossing
Drive will impact 141 feet of UT to Walnut Creek. A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:

Wetland Impact
Site Number
(indicate on map)
*
Type of Impact
Area of
Impact
(acres) Located within
100-year

Floodplain**
(yes/no) Distance to
Nearest

Stream (linear
feet)
Type of

Wetland***

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, ctc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.,?,,ov.
*** List a wetland type that best describes wetland to be impacted (e.g., fresliwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.02 acres
Total area of wetland impact proposed:
0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Walnut Drive Culvert 141 ft. UT to Walnut Creek 5 Perennial
Sewer Excavation 3 (20) UT to Walnut Creek 5 Perennial
Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us,s.,ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.cotn,
www.Inap(luest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141
Permanent. 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List each impact separately and identity temporary impacts. impacts induce, nut are not umitca to: tut, excavation, uredgtng,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): 0 uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n /a.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n / a
Size of watershed draining to pond: n / a Expected pond surface area: n / a
VII. Impact Justification (Avoidance and Minimization)
linear feet
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout. Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands. The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots, roads, and utilities. The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httn://h2o.enr.state.nc.us/ncwetlands/stnn--ide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitigation for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/indcx.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following infonnation:
Amount of stream mitigation requested (linear feet): n /a
Amount of buffer mitigation requested (square feet): n / a
Amount of Riparian wetland mitigation requested (acres): n /a
Amount of Non-ripari an wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): n /a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [:] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes [-] No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes El No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page I I of 13
map, whether or not
Regional Office may
applicant's discretion.
impacts are proposed to the buffers. Correspondence from the DWQ
be included as appropriate. Photographs may also be included at the
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Buffer Mitigation is not required. Uses are allowable without mitigation
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existinq impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Page 12 of 13
I
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes M No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pen-nits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

-7/1( la V
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
f Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
J (RPJ t
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Preconstruction Notification Application
Maybrook Forest (5&L Project X. 2604023)
Raleigh, Wake County, North Carolina
Dear USACE:
Phone: [phone]
01 Fax: [phone]
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. One copy of this submittal is attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
USACE 404 Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter".
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: DWQ 401 Wetlands Unit
George McIntyre (w/ attachments)
• Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
J1:1 3 t
SKELLYANo LOY
ENGINEERING - ENVIRONMENTAL
----\ CONSULTANTS
Re: Preconstruction Notification Application
Maybrook Forest g&L Project #: 2604023
Raleigh, Wake County, North Carolina
Dear 401 /Wetlands Unit:
Phone: [phone]
' Fax: [phone]
WETLANDS/ 401 GROUP
WATER Q UAL I TY SEC T10,N
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. Seven copies of this submittal are attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA

DWQ 401 Certification Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter'.
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
8. $200.00 Check covering the required Review Fee.
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: USACE Raleigh Regulatory Field Office
George McIntyre (w/ attachments)
, •` fie+tT+or
• 3 �' � ..�.+'F�,' . `! _ t 1 (-•,t Y Y -� �1 moi`;' '' S , It 9 . /_
%
Ge
Ac
14
Iy
-�' j.= ! !I s�r �- c � ''���. •'.;/ 'r: �'�... '�,� '•,mow
�_cy V t 110 n
'��"•e�� � ... .�r.��!1`,/� ,{:tt ,� z,,, �.y�� . Sr, Y• �r .. .. r .. •r - � r r 4 `•{, ",��•. r _
Al
+•,"; i
7.
, W—Fl.
�` rT ,r ••con
1
Ai
14.
• .y�J r• f � ; j,.. N t
• .j, y `fes'•-ti� .- I � • -

I
I
'WETLAND LIVT5 - r
FH--
1/y? Ds
m m
rr.u: 0
t
/y0
'10
FH L'-'-
fff
FH
r ? r, t
FN
H !I \\ Iii
C, C
IQ.
AFPFOX. 100'rZ V,
FLOOD PLA;??
ETAIL - SEE F=IGURE 3
SKELLY and LOY, LLP JULY 2004 FIGURE 2
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: 1" = 200' Project No. 2604023
I_./-
i
1 .
I -?
i

OCKA ROP
y"
71+ ero

SKELLY and LOY, LLP JULY 2004 FIGURE 3
DETAIL OF
MAYBROOK CROSSING DRIVE
STREAM CROSSING
Maybrook Forest Subdivision
McIntyre and Associates
Raleigh, Wake County, North Carolina
Scale: I"= 50' Project No. 2604023
Jun-08-04 10:07P Daniel J. Bliley
TF94G
.?O? op WA
",Q "r
? Y
April 13, 2004
Dan Bliley
61.4 South Second Street
Smithfield, NC 27577
Dear Mr. Bliley:
SUBJECT: Tommy Austin Tract/Maybrook Crossing
Neuse Buffer Rule (15A NCAC 02B .0233)
NBRRO 04-116
Wake County
P.02
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
- -- \DR-04-116 -An cvaluuionof the-streanvfeatures on the-property represented on Wake County-Soils wid--
the USGS Raleigh East Quad topographic map was performed.
The Division of Water Quality (DWQ) has determined that there are four surface water features depicted
on the two maps. Features B, D, and E as shown on the attached trap are subject to buffer protection under
the Neuse River Basin: Nutrient Sensitive Waters Management Strategy, Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:20B.0233. Features A and C are not present on the
ground as a streams and is not protected. This onsite determination shall expire five (5) years from the date
of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected parry (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other
impacts, 401/404, or wetland issues, please contact Mr. John Domey at 919-733-1786. Thank you for your
attention to this matter and if this Office can be of any other assistance or if you have additional questions,
please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve , itchell
Environmental Scientist
Cc: RRO/John Dorncy
Wake County
04-096/maybrook.116
40A
R I h R inal OKte 1628 Mail Service Center • l l phone [phone] Customer Service
919 934 8610
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. KJimak, P.E. 0(rectar
Colleen H. Sullins, Deputy Director
Division of Water Quality
a etg .to
V,Vater Quality Section Raleigh, NC 27699-1628 One facsimile (xJ19) 5T1.4T1d 1-STT-623-6746
Caiolmz
Naitrally
Jun-08-04 10:08P Daniel J. Bliley
X
r?1 h ;
I

?x
b?
y'
Y
'
LEGEND N
Sarfaca Dula
iT'at
,
N Wow I
Rau Outcrop or Smosa L ?- -
---? ---+ Gally
at?w.r

Roar "d
Fa r Lint r1w
- - - - fragrnf list
Woods Use
Roue or Daiidlog
L C®nrry
cm7 Somr Area
$oibBs?aa6ary 165197x/.
D ZOO 400
r r
• Sale: /x•"200 I
919 934 8610 P.03
Ij
r. . ? t I
QA)
I.
?t
July 9, 2004
TO: Skelly and Loy,,LLP
6404 Falls of Neuse Rd.
Mileigh, North Carolina
27615
FROM: Mr. George M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
I, George McIntyre , as a representative concerning the property on
Maybrook Forest Drive & New Hope Road , do hereby authorize and give permission for
Skelly and Loy to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to go on the property with an Skelly and Loy representative for such purposes
as necessary to perform the job tasks.
Mr. orge M. McIntyre
McIntyre & Associates
4932-B Windy Hill Drive
Raleigh, NC 27609
O
r
Date
Q

?'l x
rn=
?t
i
ETT
a
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Pen-nit F? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Pen-nit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: McIntyre and Associates
Mailing Address: 4932-B Windy Hill Drive
Raleigh, North Carolina 27609
Telephone Number: 91 9-876-0145 Fax Number: 919-876-0699
E-mail Address: a mcintygbellsouth.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jav Keller
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd.
Raleigh, North Carolina 27615
Page of 13
TelephoneNumber: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkeller a,skellyloy.com _
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Maybrook Forest
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1722598643, 1722698545, 1722793535,
1722891536, 1722692813, 1722698872, 1722793833, 1722798873, 1722890833,
1722893814,1722699145.
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Maybrook Forest
Directions to site (include road numbers, landmarks, etc.): From Exit 15 (1-440), take
Poole Rd. East. Turn Riaht on South New Hope Rd. Proceed approximately 0.6
mile and turn right Maybrook Crossing Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.3'; W 78° 34.2'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
60.42 acres
7. Nearest body of water (stream/river/sound/ocean/lake)
River Basin: Neuse
Walnut Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with Walnut Creek serving as the
western property line. There are two intermittent/perennial streams flowing from the
northern property through this tract. One confluences with Walnut Creek in the
northwest corner. The other confluences on the adjacent southern property after
flowing through the middle. Vacant and residential area
10. Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleigh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and gutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and graders.
11. Explain the purpose of the proposed work: To provide sewer and water service to
the site and adjacent properties. Also, provide roadway access for the proposed
subdivision and the adjacent tracts of land to South New Hope Road.
IV. Prior Project History
If jurisdictional detenninations and/or pen-nits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, pennanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intennittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation fonns should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The sanitary sewer outfall will be
contained within a 20' wide easement. The temporary impacts proposed to the
streams and wetlands resulting from construction of the sanitary sewer outfalls
include 3 (20) If of stream impact from a perpendicular crossing. Maybrook Crossing
Drive will impact 141 feet of UT to Walnut Creek. A single 72" RCP will convey
surface water flows.
2. Individually list wetland impacts below:

Wetland Impact
Site Number
(indicate on map)
*
Type of Impact*
Area of
Impact
(acres) Located within
100-year

Floodplain**
(yes/no) Distance to
Nearest

Stream (linear
feet)
Type of

Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEhIA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEhIA Map Service Center at 1-300-358-9616, or
online at http://www.fcma.,gov.
*** List a wetland type that best describes wetland to be impacted (e.g., fresliwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.02 acres
Total area of wetland impact proposed:
0 acres
3. Individually list all intennittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Walnut Drive Culvert 141 ft. UT to Walnut Creek 5 Perennial
Sewer Excavation 3 (20) UT to Walnut Creek 5 Perennial
Page 8 of 13
* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-300-353-9616, or online at
www.usss.gov. Several imcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(jucst.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 141 linear feet
Permanent. 3 (20) linear feet temporary.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): E] uplands F-1 stream E] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.): n /a
Size of watershed draining to pond: n / a Expected pond surface area: n / a
VII. Impact Justification (Avoidance and Minimization)
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To minimize impacts to existing streams and wetlands an environmentally
friendly layout was proposed for the subdivision layout. Sewer crossing at the stream is
perpendicular, and other utilities were placed outside Neuse River Basin Buffers and
wetlands. The proposed path of the sewer line was selected to avoid as many aquatic
environments as possible while still maintaining the lowest elevation possible. There is
also an existing sewer line to the west of Maybrook Crossing Drive that has an integral
part in the location of lots, roads, and utilities. The proposed line will be an extension of
that existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven
sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in detennining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwctlands/stnngidc.litinl.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or snap, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The dedication of 14.83 acres of land to the City of Raleigh from this subdivision
along Walnut Creek is proposed for preservation mitigation for the 141 If of stream
impact.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to detennine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following; information:
Amount of stream mitigation requested (linear feet): n /a
Amount of buffer mitigation requested (square feet): n /a
Amount of Riparian wetland mitigation requested (acres): n /a
Amount of Non-riparian wetland mitigation requested (acres): n /a
Amount of Coastal wetland mitigation requested (acres): n /a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes F-] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 11 of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,500 3 N/A
2 3,000 1.5 N/A
Total 7,500 N/A
c.une i exicnus out .)u reef perpenaicuiar trotn near oanK of clfannel; Gone Z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Buffer Mitigation is not required. Uses are allowable without mitigation
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss storinwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 60.42 acres with 0.00 acres of existing impervious area. Total
proposed impervious area is 8.61 ac or 14%. Stormwater on site will be collected and
discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules
Level spreader and preformed scour hole design is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements.
Page 12 of 13
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The wastewater generated from the proposed project will travel through a non-
discharge gravity sewer collection system to the Walnut Creek WWTP owned by the
Citv of Raleiah
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes F] No N
Is this an after-the-fact permit application?
Yes F-1 No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pen-nits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

-71A1_-,/:, V
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
r'•
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
July 16, 2004
J?&t
SKELLYAND LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS
US Army Corps of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Preconstruction Notification Application
Maybrook Forest (S&L Project #.' 2604023)
Raleigh, Wake County, North Carolina
Dear USACE:
Phone: [phone]
Fax: [phone]
Skelly and Loy is submitting a Preconstruction Notification (PCN) Application for the above-
referenced project with request for US Army Corps of Engineers (USACE) written approval of
Nationwide (NW) Permit Number 39 under Section 404, Clean Water Act, 33 USC 1344 and
DWQ 401 Water Quality Certification. One copy of this submittal is attached. This
application is being submitted on behalf of McIntyre and Associates.
The current project will include subdivision streets, sidewalks, water lines, sewer lines, and
storm drain facilities for Phases I and II of the Maybrook Forest Subdivision. In addition to
the public improvements, 16.83 acres of Greenway and Open Space was dedicated to
the City of Raleigh.
NW 39 is being requested for two stream impacts to an unnamed tributary to Walnut Creek.
We are proposing to impact the perennial with a single linear road crossing near the
southern property line. A single 72 inch RCP will convey surface water flow. This RCP will be
buried approximately 1 foot for aquatic movement and current USACE and DWQ protocols.
Additionally and approximately 300 feet above the aforementioned road crossing, we are
proposing to temporarily impact the stream with an underground sanitary sewer line. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the
sewer line crosses the approximately 5-foot stream, the pipe will be place under the bed of
the stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
The enclosed PCN Application and attached additional documentation listed below should
provide the necessary information required to secure NW Permit 39 under Section 404 and
DWQ 401 Water Quality Certification for the impacts described above and on the attached
PCN Application.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA

USACE 404 Request
Maybrook Forest Subdivision Phases I & II
July 16, 2004
Page 2 of 2
1. Preliminary site map for proposed sewer line
2. Signed and dated copies of the "Agent Authorization Letter'.
3. Detail of Maybrook Crossing Drive stream crossing
4. A Neuse River Basin Riparian Buffer Rules (NBRRO 04-116) letter dated April 13, 2004.
5. Map indicating three subject and two non-subject drainageways as referenced in
above DWQ letter.
6. Wake County Soil Map
7. USGS Raleigh East Topographic Survey
If you should have questions or require additional clarification during the review please feel
free to contact me at [phone].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
cc: DWQ 401 Wetlands Unit
George McIntyre (w/ attachments)
-;Lb U)tULILL -titut 401L4-c
.?o

4p, o-u -buO iQ,"aY-bu
AV-A???
PJJICLU to--nvubt& -uu /??
wa-jwu -+ +?- -aac.@?- ?j -a-a e_u?-a_ 2Q,o _
WQ-) '10 A4&t-, to LIU L,,d
O-V, ?Uu -Dtoa U)jc??L
¦ Complete items 1, 2, and 3. Also complete
item 4 'rf Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
McIntyre and Associates
4921-B Windy Hill Drive
Raleigh, NC 27609
DWQ# 04-1433 - Wake
A. Sig VICE CFN
S T?
? ? Agent
\ ? Addressee
deceived by (Printed Name) Date of Delivery
SEP 1 0 2004 1 1
D. Is delivery address different from ite 1? ? Yes
If YES, a
e- ss b w:
I ? No
?
27699
3. ervice Type
Certified Mail ? Express Mail
? Registered 1k Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra tee) ? Yes
2. Article Number 7004 1162 0202 2706 5847
(Transfer from service label)
Dc c,... QJQ1 1 ceh-- onnn n...., C,. Qe+. ., cta i'+ .nnc.
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
FROM TO DRAINAGE MANNING RUNOFF CA SUM Tc TO TOTAL. Tc RAINFALL RUNOFF CONTRIB. TOTAL PIPE PIPE FLOW INLET U
AREA A ROUGH N CQEFF, COEFF. (acres) CA STA. TO STA. INTENSITY (c#s) INFLOW FLOW DIA, SLOPE VELQCITY TYPE - J ~ X
(acres) (n) (C) !acres) (mm.) (min.) {m./hr.) (cfs} (cfis) pn) (ftJft) (ftls) - FI PROM TO DRAINAGE MANNING RUNOFF CA SUM k TO TOTAL Tc RAINFALL RUNOFF CONTRIB. TOTAL PIPE PIPE FtOW INLET "
YI#I YI#2 1.65 0.013 0.4 0.66 0.66 5 5 7.5 4.95 0 4,95 IS 0.005 4,2021 Y-INLEt v AREA A ROUGIi N COEFF, COEFF. (acres) CA STA, TO STA. INTENSITY {cis) INFLOW PLOW DIA, SLOPE VELOCITY TYPE ^ i >
11#2 CB#3 l ,1 0.013 0.4 0.44 I . I 5 5 7.5 8.25 0 8,25 24 0.005 5.0905 Y INLET (acres) (n) fC) (acres) (mm.) (mm.) {In,lhr.) (cis) (cis) {m) (ft/ft) {{~s) - ~ ~ rn ~
CB#3 CB#32 0.5 0.013 0.75 0.375 1.475 5 5 7.5 11.063 0 11.06 24 0.005 5,0905 SINGLE C~ ~ ~ ~ ~ N c0 CB#92A CB#92 0.25 0.013 0.85 0.2125 0,2125 5 5 7.5 1.594 0 1.594 15 0,005 3.7212 SINGLE _v _ ~ N m
CB#32 YI#33 0.5 0.013 0.75 0.375 1.85 5 5 7.5 13.875 0 ! 3.87 24 0,005 5.0905 SINGLE YI#33 YI#34 0.65 0.013 0,4 0.26 2.1 I 5 5 7.5 15.825 0 15.83 24 0.005 5.0905 Y-INLET Y1, O~ IN ~ I I ~
U~ ter` YI#92B CB#92 1.15 0,013 0,4 0.46 0.46 5 5 7.5 3.45 0 3.45 15 0.005 3.7212 Y-INLET 0 c -o U N ao
11#34 Yl#35 0.75 0.013 0.4 4,3 2.4 i 5 5 7,5 18.075 0 18.07 30 0,005 5,9070 Y-INLET ~ =z
DRAINAGE REQUIRED CALCULATED ROAD YI#35 CB#36 0.46 0.013 0,4 0.184 2.594 5 5 7.5 19.455 0 19.46 30 0.005 5,9070 Y-INLET CI STRUCTURE ~ ~ Q GUTTER GUTTER SLOPE CB#36 CB#37 0.25 0,013 0.75 0. f 875 2.7815 5 5 7.5 20.86 I 0 20.86 30 0.005 5,90 SINGLE C CB#96B CB#96A 0.4 I 0.013 0.7 0.287 0.287 5 5 7,5 2.153 0 2. ! 53 f 5 0.005 3.72 i 2 I ~ 3 s rn ~ 5 NGLE
AREA 70 1 - 5.67 Sp~,gD SPREAD CB#37 ADS#38 0.58 0.013 0.4 0,232 3.0135 5 5 7.5 22.601 1.4062 24.01 30 0.005 0 SINGLE CB#96A CB#96 0.32 0.013 II ~ ~ m ~ ~ 0.7 0.224 0 5 5 5 7.5 3.833 Q 3.83 15 0.005 3.72 12 SINGLE I ~ ~
5 907 CB#3 0,5 0,75 5,67 2,13 7,5 , ~ N ~ ~ ~
CB#32 6, 1 2,92 CB#37A CB#37 0.25 0.013 0.75 0.187 0.1875 5 5 7.5 1.4063 0 I. I 0,005 3.7212 1 YI#84 11#85 1.57 0.013 0.4 0.628 0,628 5 5 7,5 4.7! 0 4.71 18 0.005 4.2021 Y-INLET ~ N YI#85 CB#86 0.23 0,013 0.5 0, 115 0.743 5 5 7.5 5.573 0 5.573 f 8 0.005 4.202 I Y INi.ET ~
406 5 S NGLE CB# 6 ,671.11 7,5 1,4 cE CB#86 CB#87 0.3 OA13 0.6 0.18 0.923 5 5 7,5 6,923 0 6,923 18 4,005 4.2021 SINGLE ~ ~
# 0.4 5,6 1,3 7,5 6,77 1,0 CB#43 ADS#44 0.3 0,01 0.8 0.2 0.24 5 5 I 0 Cf w CB#87 CB#88 0.17 0.013 0.7 0.1 19 1.042 5 5 7.5 7.815 0 7.815 24 0.005 5.0905 SINGLE C
3 4 7.5 .8 I.8 15 0.005 3.7212 SINGLE CB#37A 6,1 1,0 cE CB#88 CB#89 0. I I 0.013 0.75 0.0825 1.1245 5 5 7.5 8.434 0 8.434 24 0.005 5.0905 51NG1~ U
GB#45 CB#46 0.33 0.013 0,65 0.214 0.2 145 5 5 7.5 I ,609 0 1.609 ! 5 0.005 3.7212 SINGLE CE CB#89 FES#90 0.15 0.013 0.8 0.12 1.2445 5 5 7.5 9.334 0 9,334 24 0,005 5.0905 SINGLE ~
CB#45 0, 6.25 6,29 1,0 CB#46 CB#47 0.2 0.013 0.75 4.15 0.3645 5 5 7.5 2.734 0 2,734 15 0.005 3.7212 51NGLE
4 0,75 6,25 4.7 2,08 CB#47 cB#48 0.22 0 413 0, I cE 8 0. 76 0.5405 5 5 7.5 4.054 0 4.054 15 0,005 3.72 i 2 SINGLE GB#76 CB#77 0.54 0.0 13 0.6 0.324 0.324 5 5 7.5 2.43 0 2.43 15 0.005 3.72 ! 2 51NGLE
CB 47 0. 2 5,67 5,47 2,08 CB#48 CB#49 0, I 0.013 0,8 0.08 0.6205 5 5 7.5 4.654 0 .654 18 0.405 4.2021 51NGLE CB CB#77 CB#78 0,38 0.013 0.6 0,228 0,552 5 5 7.5 4.14 0 4.14 ! 5 0.005 3.7212 51NGLE
B#48 0,1 0,8 5,670,45 6,25 .28 7.5 - 81 CB#49 CB#50 0.43 0,0 13 0.6 0, 258 0.8785 5 5 7, 5 6.589 0 6.589 18 0.005 4.202 ! Sf NGLE Cs CB#78 CB#79 0.3 0.013 0.8 0.24 0.792 5 5 7.5 5.94 0 5.94 18 0.005 4,2021 51NGLE
C$#49 0.43 ,6 ,67 ,46 CB#50 CB#51 0.4 4,013 0.6 0,24 I.I185 5 5 7.5 8,389 4 8,38 24 0.005 5,0905 SINGLE CB CB#79 CB#80 0.6 0.013 0,75 0.45 1.242 5 5 7.5 9.315 2.978 i 2.2 24 0.005 5.0905 DOUBLE
0,4 0.6 ,67 ,36 6,25 4,0 CEf#5 I FES#52 0.25 0.0 i 3 0,8 0.2 1.3 185 5 5 7.5 9.889 0 9,889 24 0,005 5.0905 51NGLE CB CB#80 FE5#81 0,6 0.013 0.75 0.45 1.692 5 5 7,5 12.69 2.978 M 5,67 24 0.005 5.0905 DOUBLE
0.25 5,671,13 9,38 5,41 2,0
CB#27 0.6 5,67 2,38 10 8,64 LO ' CB#27 CB#28 0,6 0.0?3 0,7 0.42 0.42 5 5 7,5 3.15 0 3,15 15 0,005 3.7212 51NGLE CE CB#79B CB#79A 0.14 0.013 OJ 0.098 0.098 5 5 7,5 , d 735 0 0.73 15 0.005 3.7212 SINGLE
CB#2 ~ 0,7 5,672,38 10 8.64 1,0 CB#28 CB#19 0.6 0.013 0.7 0.42 0.84 5 5 7.5 6.3 0 6.3 !8 0.005 4,2021 SINGLE CE CB#79A CB#79 0.46 0.013 0.65 0.299 0.397 5 5 7.5 2.978 0 2.978 15 0,005 3.7212 SINGLE
B 53 0.34 4,12 9.0
0,37 0.7 5,671,47 4,3 9,0 0,2 ,1 3,7 9,0 CB#53 CB#54 0.34 0.013 0.7 0.238 0,238 5 5 7.5 1.785 0 1.785 15 0.005 3.7212 SINGLE Ce CB#6 ! CB#62 0.28 0.013 0.6 0.168 0.168 5 5 7.5 i .26 0 1,26 15 0,005 3.721 Z SINGLE
#5 0,8 4,13 9,0 CB#54 CB#55 0.37 OAi3 0.7 0,259 0.497 5 5 7.5 3,7275 0 3.72815 0.005 3,7212 CB V 1 CB#62 CB#63 0.3 0,013 0.7 0.2 I 0,378 5 5 7.5 2,835 0 2,835 ! 5 0.005 3.7212 SINGLE
CB#55A 0.3 0. ,671,36 10 51NGLE CB#55 FES#56 0.25 4.013 0.8 0.2 0,697 5 5 7,5 5.2275 ! .8 7.028 18 0. i CB CB#4A 0,35 ,671.29 4,21 0,75 005 4.2421 5 NGLE CB#63 CB#64 0.14 0.013 0.85 0. i 19 0.497 5 5 7.5 3.728 0 3.72 15 0,005 3.7212 SINGLE
ce 135 4, 1 0.75 #4 7 CB#64 CB#65 0.27 0.013 0.8 0.2 16 0.7 13 5 5 7.5 5.348 0 5.34 ! 8 0.005 4.2021 SINGLE z
CB#5 A CB 0.25 Q,7 5.67 .99 4,08 0,75 5 CB#55 0,3 4.013 0.8 0,24 0.24 5 5 7.5 1.8 0 ! ,8 15 0.005 3.7212 51NGLE CB#65 FES#66 0.17 0.013 0,85 0.1445 0,8575 5 5 7.5 6.431 0 6.431 18 0.005 4.2021 SINGLE 0
0.75 5,67 ~ 7,5 5,23 3,0
CEfi CB#7 0,3 5,67 ~ 7,5 5,23 3.0 CB#4A CB#4 0.35 0.013 0.65 0,227 0.2275 5 5 7.5 1.706 4 1.706 15 0.005 3.7212 51NGLE CB#67 CB#68 0, i 2 0.013 0.85 0.102 0,102 5 5 7,5 0,765 0 0.765 15 0,005 3,7212 SINGLE
0,2 .67 0.91 6,7 0,75 CB#4 CB#5 0.34 0,013 0,7 0.238 0.4655 5 5 . 91 48.27 I. Cg' B 7.5 3 4 5 76 42 0.005 7.3924 51NGLE CB#68 CB#69 0. I I 0.013 0.7 0.0 0. i 5 77 79 5 7.5 1.3425 0 1.343 15 0.005 3.7212 SINGLE .J
,2 0,8 6,14 5 cE~ CB#9 CB# CB#6 0.25 0.013 0,7 0.175 0.6405 5 5 7.5 4.804 48.27 53.0 42 0.005 7.3924 SINGLE CB#69 FE5#70 0.14 0,013 0,85 0,1 i 9 0.298 5 5 7.5 2.235 0 2.235 15 0.005 3.72 i 2 51NGlE
C # ~ 1,29 7,5 7.13 0.75 cB#6 5 B CB#7 0.3 0.013 0.75 0.225 0.8655 5 7.5 6.491 48.27 54.76 42 0.005 7,3924 51NGLE N U
CB#11 0,4 0,6 ~ 1.46 7,5 7,S ,75 cB#8 cE~ CB#7 0.3 0.013 0,75 0.225 1.0905 5 5 7.5 8.179 48.27 56,45 42 0.005 7,3924 51NGLE CB#71 CB#72 0.32 0.013 0,6 0.192 0. ! 92 5 5 7.5 1.44 0 I ,44 15 0.005 3.72 12 SINGLE ,_.1
0,85 5,673,37 7,5 Double7,39 SAG cB#8 cB;y CB#9 0.2 0.013 0.8 0.16 1.2505 5 5 7.5 9.379 48.27 57.65 42 0,005 7,3924 SINGLE CB#72 CB#73 0.17 0.013 0.6 0.102 0.294 5 5 7.5 2.205 0 2.20515 0.005 3.7212 51NGLE U
CB#13 0,41 0,75 ,67 L74 Double4,75 cE~ CE3#9 CB#!0 0,2 0.013 0.8 0.16 1.4105 5 5 7.5 10.58 61.323 71.9 48 0.005 8.0806 SINGLE CB#73 CB#74 0.26 0,013 0,6 0.156 0.45 5 5 7.5 3.375 1.365 4.74 IS 0.005 4.202! SINGLE z U
,7 5,67 .74 7,5 2,61 0,75 cE~ GEf# I 0 CB# f I 0,35 0,013 0.65 0.227 1.638 5 5 7.5 12.285 62.34 74.62 8 0.005 8,0806 51NGLE CB#74 PES#75 0.15 0,013 0,8 0, 12 0.57 5 5 7.5 4.275 I ,365 5.64 18 0,005 4.2021 5lNGLE V 1
CB#18 0.5 5,67 2.13 Double5,43 SAG L~J w
1,4 SAG CB#I I Cg#12 0.6 0.013 0.65 0.39 2.028 5 5 7.5 15.2! 62.34 77,55 48 0• 5 8.0806 5{NGLE cB~ CB#19 0,35 0.75 10 Double4,29 CB#73A CB#73 0.26 0.013 0.7 0, 182 0.182 5 5 7.5 1.365 0 1.365 15 0,005 3.7212 SINGLE ~ ~
5,68 0,75 CB#12 CB#13 0.89 0.013 0.7 0,623 2.651 5 5 7.5 19.88 64.48 84.3 48 0.005 8,0806 DOUBLE CB#10A 0,17 0.8 5.67 0,77 7,5 W w Q J
0,34 0,75 5.671,44 7,5 CB#13 CB#13A 0,41 0.013 0.75 0,307 2.9585 5 5 7.5 22.19 64,48 86.67 48 0.005 8,0806 DOUBLE CB# 13A YI# 14 0.4 I 0.013 0.75 0.3075 3.266 5 5 7.5 24,49 64.48 88,98 48 0.005 8,0806 zQ
0,12 0.75 0,51 10 51NGLE YI# 14 YI# 15 2.6 0.013 0.5 ! .3 4.566 5 5 7.5 34, 24 8 98.73 48 0.005 .0 Y INLET Q_ L.>_
CB#24 0. 0,75 5,6:7 ,28 10 2.48 64 4 8806 YI# 15 YI# 16 0.4 0.013 0.5 0.2 4. 66 5 CB#25 0,1 0,75 5,67 0,43 10 2,4 7 5 7.5 35.74 80,68 116. 54 0.005 8.7407 Y iNL.ET =Q
11# 16 YI# 17 0.67 0.013 0.5 0.335 5. I O I 5 5 # 6 0,3 0,65 5,6:71.11 .6,69 0,75 7.5 38.26 80.68 1 18. 54 0.005 8.7407 Y INLET
0,75 n#17 CB#18 0.7 0.013 0.5 0.35 5,451 5 5 7.5 40.88 80.68 121.6 54 0.005 8.7407 - 1,25 Y INLET 0
6,14 7 CB# i 8 CB# 19 0.5 0.013 0.7 0.35 5.801 5 5 7.5 43.51 80.68 124, 4 DOUBLE CB#39 ,91 0, 5 5 0.005 8,7447
0:45 0,75 CB#19 FES#20 0,35 0.013 0.75 0.262 6.0635 5 5 5.48 I3. CB#40 ,4 1,19 7,5 7.5 7.5 4 86,98 2 5 54 0.005 8.7407 DOUBLE
CB#41 0,65 2,29 7,5 Double5,71 SAG
C$#42 0,42 1,67 7,5 Double4.6 A YI#4D 11#4C 0.001 0.013 0.4 0.000 0,0004 5 5 .5 0,003 46.92 46.9 5 67 7 36 0.005 6 6704 Y-INLET 0
#41 0.65 1,20 7,5 7.5 0,75 Y?#4C YI#4B 0.3 0.013 0.4 0.12 0.1204 5 5 7.5 0.903 46.92 47.8 42 0.005 7.3924 Y-INLET
CB#41C 1.27 5,32 2.72 11#4B CB#4 0.15. 0.013 0.4 0.06 0.1804 5 5 7.5 1.353 46.92 48.2 42 0.005 .3 7 924 Y-INLET T O t Q T O} Q I V PIPE DU LA DMLS XIS X may„
CB#41B 0,6 1.67 ~ 2,72 Q CC f t~ l STRUCTURE PIPE PIPE DISSAPATOR PAD D50 LEVEL SPR A V e E DER Q Ccf s VEL (f s) La W Da O
CB#~ A 0'8 ,45 7.5 0.75 YI#9B YI#9A 0.00! 0.013 0.5 0.000 0.0005 5 i 1.55 5 7 5 0 11.55 24 0.005 5.0905 Y-INLET p SLOPE C/) IZE Cm. IN CALC AND SIZE IN ~
5,33 YI#9A CB#9 0.4 0.013 0.5 0.2 0.2005 5 5 7.5 1,503 11.55 13.0 24 0.005 S.Or'05 Y-INLET 24,0 84,01 ADS#38 (10u rif i 0.5 16 x 18.5 X 13.5 6 5,9 7 = N ~ ce) 30 5,9070 0 0 X 13 76.79 LF
CB#115 7, S.i u ADS#44 C4 ~rlflce) s x s.5 x 11.5 = I
CB#116 0,24 0.65 4,4 2,92 1,8 0, 88 CB# I OA CB# I 0 0.17 OA f 3 0.8 0. ! 36 0.136 5 5 7.5 1.02 0 1.02 ! 5 0.005 3.72 12 51NGLE 18 0.5 15 .7 3 3721 3 212 8X13 48,38LF r~
CB#117 7, 4,17 .9 9,88 CB#118 0 0.8 7 ,4 7 3,3 9.889 FES#58 (8 Erlflce) 0.5 84 5.0905 13 x 15 x 11.25 5 5,0905 X 13 = 66,18 LF
GB#12A GE1#12 0.38 0.013 0.75 0.285 0.285 5 5 7.5 2.1375 0 2.13 15 0,005 3,7212 SINGLE ~,02 CB#119' 0,8 0.91. 7,5 ~ 3,54 n ~ ` `I 7,028 FES#56 (6 ~rlfice) 0,5 18 4,8021 s x 10.5 x s 4,8081 X = 3.5 13 54,63 LF
0.6 .4 CB#108 1,53 1.68 _ 132„ I
4, 9 Yt#21 Yi#22 0.00 I 0.0 13 0.4 0.0004 0,004 5 5 7.5 0.003 4.8 4.80 f 8 0.005 4.2021 Y-INLET 9 138,5 FES#80 0,5 54 ,7407 N/A 8 N/A U)
YI#22 CB#23 0,3 0.013 10 , 3 C C 1 0.13 5,67 0,59 7,5, ; 3,27 4,09 0.4 4. ! 2 0,1204 5 5 7.5 0.903 4.8 5.70 18 0.005 4.2021 Y-INLET FES#86A 10,32 84 0905 N/A 5. N/A
CB#111 0.1 0.8 5,670.45 7,5 3,6 CB#23 CB#24 0,}2 0.013 0.75 0.09 0.2104 5 5 7.5 1.578 4.8 6,37 18 0.005 4.2021 SINGLE 6,55 6,551 ADS#180 s x 10.5 x B 3.5 = 4,8081 4,0081 X 13 54.63 LF
CB#112 0,17 0, 5,670.77 7, 4, 1,68 CB#24 08#25 Q,3 0.013 ' 0.75 0,225 0.4354 5 5 7.5 3.2655 4.8 8.605 24 0.005 5.0905 51NGLE 7~05~ 7,05 _ I 8 ADS#113 0,5 18 081 s x 10.5 x 8 3.5 I
CB#104A 0,31 0.85 5,6 ,49 7,5 4,68 6,5 CB#25 GB#26 0. ( 0.013 0.75 0.075 0.5104 5 5 7.5 3.828 4,8 . 2 5,0905 8 6 24 0,405 SINGLE 9,35 42 _ 4,8021 X 13 54.63 LF
CB#101 7,28 0,75 GB#26 FES#26A 0.3 0.013 0.75 0.225 0.354 5 5 5.090 7 7.5 5.5155 4.8 10.32 24 0,005 5 5rNGlP FES#107 x 1 = 9,356 0,5 84 5,0905 13 x 15 1.25 5 5,0905 X 13 66,18 LF I
# 7 02 7.5 ,28 26,3 EES#100 16 X 18.5 X 13.5 = 26,38 30 5,9070 6 5,9070 X 13 76,79 LF
0, 5,23 0,14 8 5,67 4 7,5 CB#38 CE''#39 0.55 0.013 0,4 0.22 0.22 5 5 7.5 0 ! .65 15 0.005 3.7212 SINGLE 1.65 9,33 i 9,334 FES#90 84 13 x 15 x 11.25 5 =
B#104 0,14 7,5 3 6,5 _ GB#39 CB#40 0.23. 0.013 0,7 0,161 0.381 5 5 7.5 2.858 0 ,858 15 0.005 ~3J212 51NGLE 0,5 5.0905 5,0905 X 13 6618 LF
o, 15,6, 10 4,34 4.0 CB#40 CB#4! 0:6: 0.013 0. 0,27 5 7 _ 15,6 FES#81 84 5,0905 13 x 15 x 11,25 5 5,0905 x 13 66,18 LF
CB#1.06 45 0.651 5 7,5 4.883 4 .883 18 0.005 4.2021 51NGLE 3,29 4.0 6,43, CB#41 CB#42 0.62 0.013 0,65 0.403 1.054 5 5 7.5 7.905 6.191 I4.I0 24 0.005 5.0905 DOUBLE 6,431 FES#66 10,5 x $ _ 0,5 18 4,8081 s x 3.5 4,2081 X 13 54,63 LF
# 1` 0.55 ,6 5,67 7,5 6,99 2,03 CB#42 YI#i5 4.4 0.013 0,7 0.28 1.334 5 5 7,5 10.01 6.191 16.20 30 0,005 7.1990 DOUBLE 223 8 X 9.5X1L5 8,835 ES#70 15 3,7212 3 3,7212 X 13 48,38 LF
7, 9 6J1 1.0 ~ #7 9 X 10.5 X 8
B#92 0.4 0.65 5,67 .47 7,5 7,09 5.64 '0 C8#4 f D CB#4 I 0.35 0. I 5.64 ES 5 4 3.5 0,5 18 ,8081 4,8021 - ~ X 13 5463 LF N
CB#93 0,44 ,67 C 0 3 0,65 0.2275 0,2275 5 5 7.5 1.706 0 1.706 15 0.005 3,7212 51NGLE 0, 5 62 7,5 7,38 1,0
0.5 .67 .84 7,5 5,0$ CB#41C CB#41B 0.32 0.013 0.7 0,224 0.4515 5 5 7.5 3.386 0 3.38615 0.005 3.7212 51NGLE 7,0 CB#41 B 0,41 5.671,51 4, CB#41A 0.49 0,013 0.6 0,294 0.7455 5 5 7,5 5.591 0 5.591 18 0.005 4.2021 SINGLE ~ FES #80 AND #86A DISCHARGE INTB A DETENTIBN PBND,
7. 66 0,15 5,67 .55 CB#41A CB#41 0.1 0.013 0,8 0.08 0.8255 5 5 7.5 6,19! 0 6.191 18 0.005 4,2021 SINGLE ~G
c # 6 7,s 3.45 0.8 ~ 7,5 4,96 ,9 ND NEED FAR A DISSIPATOR PAD, ° m >N
CB# 1 14 CS# 1 15 0.27 0.0 13 0,65 4. I ! C # 0.85 10 2.97 4,57 755 0. 755 5 5 7.5 1.3 i 6 0 1.316 15 0.005 3.72 12 SINGLE W to
CB# 115 CB# 116 0.27 0,013 0.6 0.162 0.3375 5 5 7.5 2. I 115 3.72 l 0,85 ~ 10 4.59 4,57 53 2 53 0.005 2 51NGLE
CB# 116 CB# 1 17 0.24 0.013 0.65 0, 156 0,4935 5 5 7.5 I 0 3.70 I 15 3.72 f 0,85 ~ 7.5 6,5 3.70 4.005 2 51NGLE DISSAPATOR PADS USED AT ADS STRUCTURE -
C 117 CB# I I 0.2 0,4 13 0 0,41 0,7 ,671.63 10 5.46 4,0 8 ,7 0.14 0,6335 5 5 7.5 4.751 0 4.751 18 0,005 4.2021 SINGLE BEFORE SITE IS STABALiZED AND STRUCTURES W
0 5,671,27 10 4,87 4,0 CB#118 CB#119 0.1 0.013 0.8 0.08 0.7135 5 5 7.5 5.351 0 5.351 18 0.005 4,2021 SINGLE
° 7 .02 4,24 4,57 CB#f 19 ApS#120 0.2 0.013 0,8 0.16 0,8735 5 5 7.5 6.551 0 6,551 18 0.005 4,2021 51NGLE N INSTALLED AND LEVEL SPREADERS ESTABLISHED J ~ moo
0,17 ~ 5,67 .67 0,7 3,4 4, vi J~O ~ J ~ O
o~ CB# ~ 1 0,75 ~ ,4 10 2,76 4,57 CB#108 CB#109 0.45 0.013 0,6 4,27 0.27 5 5 7.5 2,025 0 2.025 15 0.005 3.7212 SINGLE Q = N N
CB#89 0,15 4 5,03 1.0 CB#109 CB#I10 0.54 0.013 0.65 0.351 0.621 5 5 7,5 4.6575 0 4.65718 0,005 4.2021 51NGLE ai N ~ U I
CB#89A 0,057 5.67 0.2 4 CB#i 10 CB#1 1 I 0.13 0.013 0.8 0.1 04 0.725 5 5 7.5 5.4375 0 5.43818 0.005 4.2021 SINGLE m ~}ZcC ~ D ~
CB#76 OS4 0.6 5,67 ,84 6,25 4,98 7, 3 CB#! I I C8#i 12 0.1 0.013 0.8 0.08 0.805 5 5 7.5 6.0375 0 6,038 18 0.005 4.2021 SINGLE Q z ° Cp
n 0,38 0.6 .67 .29 5,75 GB#I f2 ADS#I i3 0.17 0,013 0.8 0.136 0.94! 5 5 7.5 7.0575 0 7.058 18 0.005 4.2021 SINGLE ° Y ~ I ~2 ° ~ ~
5,67.36 6,25 r., ~A ~ w
0,6 ,67 ,55 cB#IO4A ~ CB#! 04 0.31 0,0! 3 0.85 0,2635 0.2635 5 5 7,5 1.976 0 I ,976 15 0.005 3.7212 SINGLE ~ m m~~ i Q
0.6 5,67 ,55 10 Double4,43 SAG 0,14 0,7 ,67 ,56 3 CB#I0! CB# 102 0.3 0,013 0.8 0.24 0.24 5 5 7.5 1,8 0 1,8 15 0.005 3.721 2 51NGLE UTILITY INSTALLATIONS AND OTHER PUBLIC ~ Q c0 ~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ,o ~ ~ ~ PUBLIC w ~ RAMPS ARE TO BE CONSTRUCTED ON ALL T T ~ Sewer cdlectlon/Exteneian stem S REE S ~ n ~ ~
0,46 ,67 .70 1.0 CB# f 02 CB# 103 0.3 0.0 13 0.8 0.24 0.48 5 5 7.5 3.6 0 3.6 15 0.005 3,72 12 51NGlE B#61 0.28 0,6 ,67 0,95 2.5 AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ r TMs City of Raleigh consents to the connecton and extension of the City's public sewer system as shown on U
CB# f 03 C8# 104 0. l 4 0.0 13 0.8 0.1 ! 2 0.592 5 5 7.5 4.44 0 4.44 15 0.005 3.72 12 51NGLE B#62 0.7 ~ 7. 1,62 HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ u mtp.; H dbooksYe~d~~dWcedt7cclla~i ads used for this project shall conform to the Citys Public ~ ~ eP DRAWN
m GB#I04 CB#r05 0.14 O,OI3 0,8 O.I12 0.704 5 5 7.5 5.28 1.976 7,256 18 0.005 4.2021 SINGLE B#63 0,14 0,85 ,67 ~ 1,62 AND SHALL BE SO INSTALLED UNLESS A CHANGE at of R ei I y P GMM
3 GB#t05 CB#106 0,22 0.013 0.8 0.176 0.88 5 5 7.5 6.6 I ,976 .576 24 0,005 5.4905 51NGLE 0,27 0,8 5.67122 1.0 S AUTHORIZED BE WRITTEN APPROVAL. PUBLIC Public UUlitles Department ermtt ~ NECKED
o CB# 106 FE5# 107 0.13 0,013 0.8 0, } 04 0.984 5 5 7.5 7.38 1.976 9.356 24 0.005 5.0905 51NGLE 0.85 7 ,82 10 1.0 SANITARY SEWER EASEMENTS ARE TO BE RECORDED Canetn,eean Approwl GMM PRIOR TO FINAL ACCEPTANCE. Dote
7,5 0,85 0.58 3,37 3,54 SIGNATURE: APPROVED
CB#68 4 7.5 3.54 CB#91 CB#91A 0,55 0.013 0.65 0,3575 0,3575 5 5 7.5 2,68! 0 2,681 IS 0.005 4.2021 SINGLE 0 0.11 0,7 5,67 0,4 2.87 PUBLIC G M M
# 9 0,14 0,$S .67 0,67 4 CB#91A C 2 0.35 0.013 0.65 0,2275 0.585 5 5 7.5 4.3875 0 .386 IS 0.405 4.2021 SINGLE water DistrlbuUon/l:xtenslon System START DATE
CB#92 CB#93 0.4 0.013 0.65 0,26 0.845 5 5 7.5 6.3375 5.04 I I ,3S 24 0.405 5.0905 LNG I 5 l.E CHIEF ENGINEER The Cky of Raleigh consents to the connection and extension of the City's public water system as shown om this pion, The mvterki aid conetructlons methods used for thin project shall conform to the Cit~ls Public JOB CODE
0,6 CB#93 CB#94 0.44 0.013 0,65 0.286 I.1 I 4, 7 ,9 3 5 5 7.5 8.4825 5.04 13.52 24 005 5.0905 51NGLE Utilltles tia,d~ooks' sfandwds and speclncotions: ,
~ C B # 7 0, 6 CB#94 C8#95 0.5 0.013 0.65 4.325 1.456 1 Y 3 .88 7,5 5 5 7.5 10.92 5.04 15.96 24 0,005 5.0905 51NGlF PUBLIC UTILITIES City of Raleigh Publk Utlllties Deportment Penult /
o $#74 0,15 0,8 7 .68 3,54 CB#95 CB#96 0.41 OA13 0.65 0.2665 1.723 5 5 7.5 12.92 5.04 17.9 30 0.005 5,9070 SINGLE ~ L TRAFFIC ENGINEER Constroctian approval
n 0,26 5,671,03 7.5 CB#96 CB#97 0. i 5 0.013 0.65 0,0975 ! .82 5 5 7.5 13.65 8.87 22.52 30 0.005 5,9070 SINGLE T DRAWING Dots
C8#97 CB#98 0.25 0.013 0.8 0.2 2.02 5 5 7.5 15.15 8.87 24.02 30 0.005 5.907A 51NGLE ~ N VAT fN N0. CO SER ION ENG EER
T f'R,4G1A !`RISQ~ n ~ ~ n n i o n n,- n nnnr - _ . _ - - _ _ -
W. f v.v vas v.v~~~ c. i-f 5 /.5 15.155 0.t3/ G4./L U 0.005 5.yU70 SINGLE
a CB#99 FE5#i00 0.25 0.013 0.85 0.2125 2.326 5 5 7.5 17.445 8.87 12G.32130 0.005 5.9070 51NGLE C-5C
ro
T cr-
C3